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HomeMy WebLinkAboutPermit D12-148 - WESTFIELD SOUTHCENTER MALL - ALDO - REMODELALDO SHOES 657 SOUTHCENTER MALL D12-148 City okukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Inspection Request Line: 206 - 431 -2451 Web site: http: / /www.TukwilaWA.gov DEVELOPMENT PERMIT Parcel No.: 9202470010 Address: 657 SOUTHCENTER MALL TUKW Suite No: Project Name: ALDO SHOES Permit Number: D12 -148 Issue Date: 06/18/2012 Permit Expires On: 12/15/2012 Owner: Name: WESTFIELD PROPERTY TAX DEPT Address: PO BOX 130940 , CARLSBAD CA 92013 Contact Person: Name: TIM SCHENK Address: 1120 E 80 ST STE 211 , BLOOMINGTON MN 55420 Phone: 952 345 -6040 Contractor: Name: SAJO INC Phone: 514- 850 -0333 Address: 1320 GRAHAM BL , MONT -ROYAL QUEBEC CANADA H3PC8 Contractor License No: SAJOII *893CZ Expiration Date: 03/04/2013 Lender: Name: Address: DESCRIPTION OF WORK: REMODEL OF AN EXISTING RETAIL TENANT SPACE. WORK TO INCLUDE NEW PARTITIONS, CEILING, STORE , FIXTURES, STOCKROOM FIXTURES, INTERIOR FINISHES. Value of Construction: $125,000.00 Fees Collected: $2,773.45 Type of Fire Protection: International Building Code Edition: 2009 Type of Construction: IIB Occupancy per IBC: 0019 Electrical Service Provided by: PUGET SOUND ENERGY * *continued on next page ** doc: IBC -7/10 D12 -148 Printed: 06 -18 -2012 • • Public Works Activities: Charmelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: N Permit Center Authorized Signature: Private: Profit: N Private: w I hereby certify that I have read and examine • this pe t and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or t performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Date: Public: Non - Profit: N Public: Signature: Date: /! v Print Name: (1JOir(C 11401. `T e L., 3 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 CONDPI'fONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 6: 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. doc: IBC -7/10 D12 -148 Printed: 06 -18 -2012 7: Special inspection for sprayed fire- resistikaterials applied to structural elements and s is required. Special inspections shall be based on the fire - resistance design as designated in the approved construction documents. 8: 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. 9: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 10: 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. 11: Manufacturers installation instructions shall be available on the job site at the time of inspection. 12: 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). 13: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 14: 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. 15: ** *FIRE DEPARTMENT CONDITIONS * ** 16: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 17: Install mechanical stops on the racks or in the tracks so that when the rolling racks are rolled together, a 6 inch transverse flue space is maintained every 4 ft. along the length of the racks. Please direct any questions to Al Metzler, Tukwila Fire Dept. 206 - 971 -8718. 18: Clearance between ignition sources, such as light fixtures, heaters, and flame - producing devices, and combustible storage shall be maintained in an approved manner. (IFC 305.1) 19: Storage shall be maintained 2 feet or more below the ceiling in nonsprinklered areas of buildings or a minimum of 18 inches below sprinkler head deflectors in sprinklered areas of buildings. (IFC 315.2.1) 20: 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) 21: 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) 22: 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) 23: 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) 24: 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 doc: IBC -7/10 D12 -148 Printed: 06 -18 -2012 procedures. If the required monthly and yea - nspections of the fire extinguisher(s) are no omplished or the inspection tag is not completed, a reputable extinguisher service company will be re to conduct these required surveys. (NFPA 10, 4 -3, 4 -4) 25: 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) 26: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 27: 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) 28: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 29: 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) 30: Maintain sprinlder coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinkler heads. (IFC 901.4) 31: 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) 32: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2327). 33: Maintain fire alarm system audible /visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible /visual notification devices. (City Ordinance #2328) 34: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2328) (IFC 104.2) 35: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 36: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.5 of the International Building Code. 37: Post address on storefront per approved Westfield standards. 38: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2327 and #2328) 39: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 40: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: IBC -7/10 D12 -148 Printed: 06 -18 -2012 • CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. Project No. Date Application Accepted: Date Application Expires: (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 0- Soun40EHraR- trios_ Site Address: fiFte-5 R. MALL King Co Assessor's Tax No.: 920 2441 COI 0 Suite Number: ISIS Floor: 1 Tenant Name: 41.00 PROPERTY OWNER Name: Tim sci.k eme.. Name: WESTF'I EIXJ LUG liv) E. 80i� S. r•. SvIts 24\ Address: 633 son ceVrb'R. m1 .. City: 9.Qntie, State: NA. Zip:gla$ CONTACT PERSON — person receiving all project communication Name: Tim sci.k eme.. Address: liv) E. 80i� S. r•. SvIts 24\ City: ellmmitiGraCv State: mr4. Zip :scam Phone: 9s`L .345 4040 Fax: crs2 .8s..4. 4999 Email:4 -'m s a Coital tapes . CQn%._ GENERAL CONTRACTOR INFORMATION Company Name: SgsJO . 14c.. . Address: 1324 GQ.Atilim % ip. Cityiro�'(r. . gabs. State. p .G Zip.sP 301 Phone:5.14 .33 .0n3 Fax: sli . 385 ,8622.- Conti Reg NoCCA 1 5.0b1 0'8RT G Date: 314(200 Tukwila Business License No.: ems _ 04:393.346 H: \Applications \Forma - Applications On Line \2011 Applications \Permit Application Revised - 8- 9- 1I.docx Revised: August 2011 bh New Tenant: ❑ Yes ®..No Ado Cd(Vtirrvn t NAS t S Ca (LE 1 reT E Impu . ARCHITECT OF RECORD Company Name: cITGµ Architect Name: (3V41 n. s . LGAct4 glils Address: 1644.3s Nom, scccrsoaE Row . SIgS' City:5C.01150ALE State: AZ Zip: ssz Phone: 480 .gcti .4412V1 Fax: 00 . ...au Email:a1`,.- t.1�v11"J , \1 t.tetl .(40%. ENGINEER OF RECORD Company Name: GACLVSOTuRI.E`I sc01r. 114C. . Engineer Name: RIcNARO D. -rIR«i Address: lats. W . Rta spiA.A.PO City: reins State: AZ Zip: g5t91 Phone: 460 .'17''. 11o0 Fax: 410,... i4 • 1701 Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: I A a . Address: City: State: Zip: Page 1 of 4 BUILDING PERMIT INFORMATION— 206- 431 -3670 Valuation of Project (contractor's bid price): $ 1%6,000. Describe the scope of work (please provide detailed information): u Remote. orr arl Extsn KG. RerAtulliWArir srixC MALL 1F'dg- A New ALoo saute. Aleut PArs.TIti4iJ u *2410,3, sehje XNne �cic(Lr43 FlArktIg.S. i raGnigit. IJtTWO. rivul aAn na, . re( Ec,unlvat, I rrc.WO04. (46MJS1dv 's sr(iaci46Y c g I sr, ..K- V, 13011 , r(kw pv cn. vAk r- Oi FFvrcens A dnLw•%. E I.invsr- � •�n�+uurut Will there be new rack storage? IN Yes ❑.. No If yes, a separate permit and plan submittal will be required. Rai S d' CICs f r((UI O W I rt cart sCa Ywl a,l 03 cunnO'YrX Existing Building Valuation: $ Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes 111 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 II No If 'Yes', attach list of materials and storage locations on a separate 8 -1/2 "x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H: \Applications \Forms- Applications On Line \2011 Applications \Permit Application Revised - 8- 9- 11.docx Revised: August 2011 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 15' Floor Z7:343 2343 4" �7 tt Q 1•, 2nd Floor 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes 111 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 II No If 'Yes', attach list of materials and storage locations on a separate 8 -1/2 "x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H: \Applications \Forms- Applications On Line \2011 Applications \Permit Application Revised - 8- 9- 11.docx Revised: August 2011 bh Page 2 of 4 PERMIT APPLICATION NOTES - • Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER AUTiIO,RIZED AGENT: Signature: Print Name: Ti M S Mailing Address: Day Telephone: Date: 61210- .15'4s. 6oyv 1120 E • 30 6. srrf'i s Vint an) C3(.00(iri(G(-D4 , tY)..! 5s4 z0 City State Zip H: \Applications \Forms- Applications On Line \2011 Applications\Permit Application Revised - 8 -9 -1 I.docx Revised: August 2011 bh Page 4 of 4 • toq • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -43 1 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.Tukwila WA.t;ov RECEIPT Parcel No.: 9202470010 Permit Number: D12 -148 Address: 657 SOUTHCENTER MALL TUKW Status: ISSUED Suite No: Applied Date: 05/04/2012 Applicant: ALDO SHOES Issue Date: 06/18/2012 Receipt No.: R12 -02197 Initials: User ID: WER 1655 Payment Amount: $63.00 Payment Date: 07/25/2012 02:06 PM Balance: $0.00 Payee: CHARLES MATTHEWS TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 110642 ACCOUNT ITEM LIST: Description 63.00 Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 63.00 Total: $63.00 doc: Receiot -06 Printed: 07 -25 -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: D12-148 Address: 657 SOUTHCENTER MALL TUKW Status: ISSUED Suite No: Applied Date: 05/04/2012 Applicant: ALDO SHOES Issue Date: 06/18/2012 Receipt No.: R12 -02115 Initials: User ID: Payee: WER 1655 Payment Amount: $63.00 Payment Date: 07/13/2012 10:53 AM Balance: $0.00 CHARLES MATHEWS TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 125024 ACCOUNT ITEM LIST: Description 63.00 Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 63.00 Total: $63.00 doc: Receiot -06 Printed: 07 -13 -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 -148 Address: 657 SOUTHCENTER MALL TUKW Status: APPROVED Suite No: Applied Date: 05/04/2012 Applicant: ALDO SHOES Issue Date: Receipt No.: R12 -01898 Initials: User ID: TLS 1670 Payment Amount: $1,682.65 Payment Date: 06/18/2012 11:46 AM Balance: $0.00 Payee: SAJO TRANSACTION LIST: Type Method Descriptio Amount Payment Check 01024141 1,682.65 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES 000.322.100 STATE BUILDING SURCHARGE 640.237.114 Total: $1,682.65 1,678.15 4.50 doc: Receiot -06 Printed: 06 -18 -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 -148 Address: 690 SOUTHCENTER MALL TUKW Status: PENDING Suite No: Applied Date: 05/04/2012 Applicant: ALDO SHOES Issue Date: Receipt No.: R12 -01504 Initials: User ID: TLS 1670 Payment Amount: $1,090.80 Payment Date: 05/04/2012 01:27 PM Balance: $1,682.65 Payee: ELDER -JONES TRANSACTION LIST: Type Method Descriptio Amount Payment Check 62141 1,090.80 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 1,090.80 Total: $1,090.80 doc: Receiot -06 Printed: 05 -04 -2012 INSPECTION RECORD Retain a copy with permit INSPECTION NO. I?ERMIT NO. CITY OF TUKWILA BUILDING DIVISION' " 6300 Southcenter Blvd., #100, Tukwila: WA 98188 - (206) 431-3670:. Permit Inspection Request Line (206) 431 -2451 Project, `` s 1ttb SA, -eJ Type o. Inspection:; t1 c \Qi. �� J. . Address: (DS') SC AA,44 Date Called: C A—Z_L, Special Instructions: Date Wanted:. aim: Requester: Phone No: (40' `? ` - Approved per applicable codes. COMMENTS: Inspector: ElCorrections required prior to approval. Dater n 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 INSPECTION NO. .PERMIT N O. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 ,,:vv. , (206) 431 -367 Permit Inspection Request Line (206) 431 -2451 Project: i 0 Type Inspection: ,, A Address:, M f f ri Special Instructions: Approved per applicable codes. Date Called: Date Wanted: a.m-, - Requester: Phone No: Corrections required prior to approval. COMMENTS: tt-F..rci--% e,'/e 1%t. #J irt ` 1-e`e A (LA T- k. f / P,/ ±:11 / %" f Inspector n REINSPECTION FEE REQUIRED. Prior to next inspection fee must he-. paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection:;+_ INSPECTION RECORD Retain a copy with permit ..J12 (1 INSPECTION NO. PERMIT NO. -= CITY OF T,UKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project ALi)0 ,LC& 5 Type of Inspection: i ;sus. e..J2L -A Address: (.. 1 ._ MA-1 ( Date Called: Special Instructions: Date Wanted: e----a.m. Requester: Pho, NK ...6.-E„..174 Approved per applicable codes. Corrections required prior to approval. CQMMENTS: i---,14)4,46,. Ins" ecto . Date: 0 EIN PECTION FEE REQ IRED. Pri r to next inspection, fee must be at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 3 INSPECTION RECORD Retain a copy with permit INSPECTION NO. .PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 kz-.- (206) 43,1-3670 Permit Inspection Request Line (206) 431 -2451 Project: Al ,J C ..7 Hb S Type of Inspection: , syspfN 0 n4 e./,,c/�- Address: G../"7 PI 4 / Date Called: Ef ,:;,,4+r; A/ -G •. Special Instructions: Date Wanted:. 7-- 4,..--.1:2L. r. m;. p.m. Requester: Phone No: g81.,- 7 5'? 7 EiApproved per applicable codes. Corrections' required_ prior to approval. COMMENTS: r ( / 54'C5 1/ 1 t,/ ,yirQ z iJ ._ �}��??• c (Inspect Wit•/ / // / REIN5PECTION /FEE REQUIRED. Prior to next Inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. Date: 7- 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 D1,2 ILig Project: P., L Vic) SA-k ‹,, Type of Inspection: 7r711. Av<1 s- e. . = Address: G 5 r✓1t'gUl.- Date Called: Special Instructions: Date Wanted:. , a m. -7"11_ i7. pm- Requester: Phone No: . 58C-7-7440 SA 7L ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: w I Sslp P } 5-k) 64 -(T2.4A 13 I tv • -'Art - {� ►r1 8.v r 54 (;/( c t.7 v J 0.6 wt.; jC ✓ r.S-N Inspec r. ❑ RE pa Date: INSPECTION FEE REQUIRED. Prior to n - t inspection fee must be d 6300 Southcenter Blvd. Suite 100. Call to schedule reinspection.. . INSPECTION RECORD Retain a copy with permitf '—' «e INSPECTION NO, PERMIT NO. CITY. 'OF TUKWILA BUILDING DIVISION 6300- Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit'. Inspection Request Line (206) 431 -2451 Project:. .. � �� .� vet Type ofJnspection% f---r 4 Ak,A6 Address: :_(oS1. S. )tA-LL Date Called: Special Instructions: Date Wanted , r r'�,tg- p.m. Requester: Phone No !!__ —744 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector:.\ Date: 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 'INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter.Blvd., #100, Tukwila. WA 98188 V.4,- (206) 431 -367 Permit_ Inspection Request Line (206) 431 -2451 %- 2- 14? Proje t: S eS Type ,p Inspection: re_ --C-<)A1 Address: Date Called: Special. Instructions: Date Wanted • — 2-1 "-(L- ,�, p.m. Requester: Phone No: Approved per applicable codes.: Corrections required prior to approval. q COMMENTS:. d E---_. 0 -A ihoDrib 194 r- j W.i J4 Date REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit Di z - 1425 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 Project t Sprinklers: y, Type of Inspection: , Address: / Suite #: S---2 S,C ∎ ■\ . Person: Special Instructions: Permits: N-.a,o Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: 1) e Svc-i v, 5 z) off- ;tick _, Needs Shift Inspection: '-r' Sprinklers: y, Fire Alarm: -e_s Hood & Duct: 1--1(4 Monitor: C-5-v�c &■c.� Pre -Fire: F*b Permits: N-.a,o Occupancy Type: Inspector: ' 3k ( Date: 3\ ko 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: pLjp Type of Inspection: -F—‘, -4 7,In.,1_ ,F\c� Atc„.,,,E Address: (z-7 5", C , M A Li_ Suite #: Contact Person: Special Instructions: Phone No.: A Approved per applicable codes. RCorrections required prior to approval. COMMENTS: Sprinklers: 'e-5 • Fire Alarm: `rA s Hood.& Duct: \--k c, 1) 5*--._dvI 1c-w-s alp Permits: „-. o Occupancy Type: O -] ,- . A\.at h,. k 6r,„, c.n `� S\. , v s �eIt 4._, ( A AA ' NI..R kV-. s S qc Co. eS CY\5 c...v /G� , Needs Shift Inspection: kr'Q._S Sprinklers: 'e-5 • Fire Alarm: `rA s Hood.& Duct: \--k c, Monitor: �.► c.r �ko,.,,, Pre -Fire: ti v Permits: „-. o Occupancy Type: O Inspector: 5 r Date: S‘oV1Z Hrs.: , ,..3 $100.00 REINSPECTION FEE REQUIRED.. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a rein pection. 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 -.s'- • HV -/y PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 Project: � I � � Sprinklers: Fire Alarm: Type of Inspection: Address: 4,7 Suite #: S c_ . AA L <-- Contact Person: Special Instructions: Phone No.: pfApproved per applicable codes. Corrections required prior to approval. COMMENTS: r)/(_-- —1-o C° ov - r Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector:i'\ ,, $ Q— Date: 7/031/4? _H rs.: 1 $100.00 REINSPECTION FEE REQUIRED. You w ill 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 Pe 2009 Seattle Energy Code Compliance Forms for Nonresidential and Multifamily Residential Mechanical Summary 2009 Seattle Energy Code Compliance Forms for Nonresidential and Multifamily Residential MECH -SUM Revised July 2011 Project Info FILE COPY It No., Project Address ALDO Date 7/11/2012 690 Southcenter Mall #1525 For Building Dept. Use Seattle, WA Applicant Name: Don Penn Consulting Engineer Applicant Address: Grapevine,,TX Applicant Phone: 817-410-2858 Project Description Briefly describe mechanical system type and features. ❑ Includes Plans Existing fan powered box with integral 3 KW electric heat strip to remain. Include documentation requiring compliance with commissioning requirements, Section 1416. Compliance Option Q Simple System 0 Complex System 0 Systems Analysis (See Decision Flowchart (over) for qualifications: Use separate MECH-SUM for simple & complex Equipment Schedules The following information is required to be incorporated with the mechanical equipment schedules on the plans. Fo "r projects without plans, fill in the required information below. Cooling Equipment Schedule Equip. ID Equip Type Brand Name' Model No.1 Capacity2 Btu /h OSA CFM or Econo? SEER or EER IPLV3 Econmizer Option or Exceptions Heat Recovery Y/N Heating Equipment Schedule Equip. ID Equip Type Brand Name' Model No) Capacity2 Btulh OSA cfm or Econo ?' i,l ff c h . DJ A Output Btuh Efficiency" Heat Recovery Y/N 9 •" �N� ad F wnsyf s- Q� i o1. 1. ; ..,1_ n 336'�� -As � FS 'r. rsit� ;: T'�' Fan Equipment Schedule Equip. ID Equip Type Brand Name' Model No.' CFM SP' HP /BHP Flow C r Opleilit REVfEWED FOR i <<,i witoi FP -1 Titus ATQS -7 • 2350 VAV StAPPROVEO JUL 17 2012 City of Tukwila ill t116./,PM 1141 ti".ri - - n1 'If available. 2 As tested according to Table 14 -1A through 14-1G. 3 If required. ^ COP HSPF. Combustion E 5 Flow control types: variable air volume(VAV), constant volume (CV), or variable speed (VS). 6 Exception number from Section 1433. R kg RECEIVED JUL 13 2012 PERMIT CENTER 2009 Seattle Energy Code Compliance Forms for Nonresidential and Multifamily Residential Mechanical Summary (bac,k) MECH -SUM 2009 Seattle Energy Code Compliance Forms or Nonresidential and Multifamily Residential Revised July 2011 System Description See Section 1421 for full description of Simple System qualifications. All Systems: ❑ No humidification? ❑ No Reheat? If Heating /Cooling or Cooling Only: ❑ Constant vol? ❑ Split system? ❑ <= 84,000 Btuh? ❑ Economizer ❑ Air cooled? ❑ Packaged sys? ❑< =135,000 Btuh? ❑ Cooling Cap < =15 Btuh /ft2? ❑ Heating Cap.> 0 & < =10 Btuh/ft2? If Heating Only: • <1000 cfm? ❑<30% outside air? ❑ Heating Cap. < =10 Btuh /ft?? Decision Flowchart Use this flowchart to determine if project qualifies for Simple System Option. If not, either the Complex System or Systems Analysis Options must be used. fN Heating Only <1000 Yes -- Heating /Cooling or Cooling Only Reference Section 1421 Package Unit Cap <= 135,000 Btuh Co. ap < =15 = tt2, or Heat/Cool Eq. with No Cap < =10 ft2? `Yes Yes Yes Total CFM Serving Single Roo Ram Y4s Split System <= 84,000 Btuh? Yes Econo ncluded? Yes i Simple System st Allowed (section 1420) —NO- alifies'f Economizer Exception (s lion 1 Yes No Use Complex Systems 1 (section 1430) Complex Systems Refer to MECH -COMP Mechanical Complex Systems for assistance in determining which Complex Systems requirements are applicable to this project. 2009 Seattle Energy Code Compliance Forms for Nonresidential and Multifamily Residential Mechanical Summary 2009 Seattle Energy Code Compliance Forms for Nonresidential and Multifamily Residential MECH -SUM Revised July 2011 Project Info Project Address 1 - Always fill out this line on MECH -SUM 1 Date 7/11/2012 2 - Fill out this tine on MECH -SUM1 For Building Dept. Use 3 - Fill out this line on MECH -SUM1 Applicant Name: 4 - Fill out this line on MECH -SUM1 Applicant Address: 5 - Fill out this line on MECH -SUM1 Applicant Phone: 6 - Fill out this line on MECH -SUM1 Project Description Briefly describe mechanical system type and features. Includes Plans Include documentation requiring compliance with commissioning requirements, Section 1416. Compliance Option 0 Simple System Q Complex System 0 Systems Analysis (See Decision Flowchart (over) for qualifications. Use separate MECH -SUM for simple & complex Equipment Schedules The following information is required to be incorporated with the mechanical equipment schedules on the plans. For projects without plans, fill in the required information below. Cooling Equipment Schedule Equip. ID Equip Type Brand Name" Model No.' Capacity2 Btu /h OSA CFM or Econo? SEER or EER IPLv3 Econmizer Option or Exception6 Heat Recovery YIN Heating Equipment Schedule Equip. ID Equip Type Brand Name' Model No.' Capacity2 Btu/h OSA cfm or Econo? Input Btuh Output Btuh Efficiency° Heat Recovery Y/N Fan Equipment Schedule Equip. ID Equip Type Brand Name' Model No.' CFM Sp' HP /BHP Flow Controls Location of Service 'If available. 2 As tested according to Table 14-1A through 14-1G. 3 If required. ° COP HSPF, Combustion Efficiency, or AFUE, as applicable. 5 Flow control types: variable air volume(VAV), constant volume (CV), or variable speed (VS). 6 Exception number from Section 1433. 2009 Seattle Energy Code Compliance Forms for Nonresidential and Multifamily Residential !� Mechanical Summary (back) MECH -SUM 2009 Seattle Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised July 2011 System Description See Section 1421 for full description of Simple System qualifications. All Systems: ❑ No humidification? ❑ No Reheat? If Heating /Cooling or Cooling Only: ❑ Constant vol? ❑ Split system? ❑ <= 84,000 Btuh? ❑ Economizer ❑ Air cooled? ❑ Packaged sys? ❑ <= 135,000 Btuh? ❑ Cooling Cap < =15 Btuh /k2? ❑ Heating Cap. > 0 & < =10 Btuh /ft2? If Heating Only: ❑ <1000 cfm? ❑<30% outside air? ❑ Heating Cap. < =10 Btuh /ft2? Decision Flowchart Use this flowchart to determine if project qualifies for Simple System Option. If not, either the Complex System or Systems Analysis Options must be used. Yes START RT v H ifica \� or Reheat? No /System Type Heating Only <1000 cf , m? Yes Yes eatin Cap <= 10. Yes tuh/ 2 Heating /Cooling or Cooling Only Reference Section 1421 JI Co. ap < =15 tutlift2, or Heat/Cool Eq. with Cap < =10 Yes –Ne- /ft2 ? Yes Total CFM Serving Single Roo Split System <= 84,000 Bluh? Yes Econo ncluded? Yes • Simple System Allowed (section 1420) alifies Economizer Exception (sue nya3 q Yes to. • Use Complex Systems (section 1430) Complex Systems Refer to MECH -COMP Mechanical Complex Systems for assistance in determining which Complex Systems requirements are applicable to this project. 2009 Seattle Energy Code Compliance Forms for Nonresidential and Multifamily Residential Mechanical Permit Plans Checklist MECH -CHK 2009 Seattle Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised July 2011 Project Address ALDO jDate 7/11/2012 The following information is necessary to check a mechanical permit application for compliance with the mechanical requirements in the 2009 Seattle Energy Code. Applicability (yes, no, na) Code Section Component Information Required Location on Plans Building Department Notes HVAC REQUIREMENTS (Sections 1401 -1424) 1411 Equipment Performance N.A. 1411.1 Minimum efficiency Equipment schedule with type, capacity, efficiency N.A. 1411.1 Combustion htg. Indicate intermittent ignition, flue /draft damper & jacket loss N.A. 1411.1 Air - cooled chiller Provide total air and water chiller capacity N.A. 1411.2.1 Water- cooled chiller Full -load and NPLV values adjusted for any non - standard conditions N.A. 1411.4 Pkg. elec. htg.& clg. List heat pumps on schedule N.A. 1411.5 Unenclosed Heat Indicate radiant heat system and occupancy controls 1412 HVAC Controls N.A. 1412.1 Temperature zones Indicate locations on plans N.A. 1412.2 Deadband control Indicate 5 degree deadband minimum N.A. 1412.3 Humidity control Indicate humidistat N.A. 1412.4 Setback and Shutoff Indicate thermostat with 7 day program capability & required setback Yes 1412.4.1 Dampers Indicate damper location, leakage rate, control type, & max. leakage N.A. 1412.4.2 Optimum Start Indicate optimum start controls N.A.' 1412.5 Heat pump control Indicate heat pump thermostant & outdoor lockout on schedule N.A. 1412.6 Combustion heating Indicate modulating or staged control N.A. 1412.7 Balancing Indicate balancing features on plans N.A. 1412.8 Ventilation Control Indicate demand control ventilation for high - occupancy areas and labs N.A. 1412.9 Loading Dock & Garage Ventilation Indicate enclosed loading dock & parking garage ventilation system activation and control method. Yea 1412.10 Sgi Zone VAV Ctrls Indicate VAV controls for single -zone systems N.A. 1416.3.2 System Balancing Indicate air and water system balancing requirements Yee 1422 Thermostat interlock Indicate thermostat interlock on plans N.A. 1432.2.1 Temperature Reset Indicate temperature reset method 1413 Air/ Water Economizers N.A. 1412.1 Single zone systems Indicate multiple cooling stage control capability. N.A. 1413.1 Air Econo Operation Indicate 100% capability on schedule N.A. 1413.1 Wtr Econo Operation Indicate 100% capacity at 45 degF db & 40 deg F wb N.A. 1413.2 Wtr Econo Document Indicate max. OSA condition for design clg load & equipment performance data. N.A. 1413.3 Integrated operation Indicate capability for partial cooling 1413.4 Humidification Indicate direct evap or fog atomization w/ air economizer N.A. 1413.5 Htg. Sys. Impact Indicate that system does not increase heating energy use during economizer operation 1414 Ducting Systems Yee 1414.1 Duct sealing Indicate duct design pressures and sealing requirements Yee 1414.1.2 Low press. duct lest Indicate that low- pressure duct systems to be leak tested N.A. 1414:1.3 HP & ext. duct test Indicate that high - pressure & exterior duct systems to be leak tested Yea 1414.2 Duct insulation Indicate R -value of insulation on duct 1415 Piping Systems N.A. 1415.1 Piping insulation Indicate R -value of insulation on piping N.A. 1415.2 Radiant Systems Indicate R -value of insulation on radiant panels Yea Mechanical Summary Form Completed and attached. Equipment schedule with types, input/output, efficiency, cfm, hp, economizer 2009 Seattle Energy Code Compliance Forms for Nonresidential and Multifamily Residential Mechanical Permit Plans Checklist Continued MECH -CHK 2009 Seattle Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised July 2011 Project Address ALDO IDate 7/11/2012 The following information is necessary to check a mechanical permit application for compliance with the mechanical requirements in the 2009 Seattle Energy Code. Applicability (yes, no, na) Code Section Component Information Required Location on Plans Building Department Notes HVAC REQUIREMENTS (Section 1416), continued 1418 Completion Requirements 1416.3.2 System Balancing Indicate air and water system balancing requirements 1416.3.3 Functional Testing Provide sequence of operations and test procedures. 1416.3.4 Documentation Indicate O &M manuals, record drawings, staff training 1416.3.5 Comm. Report . Indicate requirements for final commissioning report 1416.4 Compliance Chklist Submit to building official upon substantial completion. SERVICE WATER HEATING AND HEATED POOLS (Sections 1440 -1454) 1440 Service water htg. Yee 1441 Elec. water heater Indicate R -10 insulation under tank Yes 1442 Shut -off controls Indicate automatic shut -off of circulators or heat trace Yee 1443 Pipe Insulation Indicate R -value of Insulation on piping No 1444 Pump Energy Indicate method of pump energy management (Sec. 1438) 1445 Heat Recovery Indicate preheat capacity as % of peak service water demand. 1450 Heated Pools N.A. 1452 Heat Pump COP Indicate minimum COP of 4.0 N.A. 1452 Heater Efficiency Indicate pool heater efficiency N.A. 1453 Pool heater controls Indicate switch and 65 degree control N.A. 1454 Pool covers Indicate vapor retardant cover N.A. 1454 Pools 90+ degrees Indicate R -12 pool cover N.A. 1455 Heat Recovery Indicate method and capacity of exhaust air temperature reduction COLD STORAGE (Sections 1460 -1465) 1460 Cold Storage N.A. 1463 Evaporators. Indicate motor type and speed control N.A. 1464 Condensors Indicate condenser cooling type, design wb temp and control N.A. 1465 Compressors Indicate design minimum condensing temp and control. COMPRESSED AIR AND VACUUM PUMPS (Section 1470) 1470 Compressed Air and Vacuum N.A. 1470.1 Air compressor gni. Indicate "no loss" water drains N.A. 1470.2 Rotary screw comp Indicate variable speed drive or other acceptable control COMMERCIAL FOOD SERVICE (Sections 1475) 1475 Commercial Food Service N.A. 1475 Food service equip. Indicate that equipment complies with energy and water efficiency criteria in Energy Star If "no" is indicated for any item in Sections 1401 -1424 or 1440 -1465 , provide explanation: — 2009 Seattle Energy Code Compliance Form for Nonresidential and Multifamily Residential Project Summary 2009 Seattle Energy Code Compliance Forms for Nonresidential and Multifamily Residential PRJ -SUM Revised December 2010. Project Info Project Address ALDO Date 7/11/2012 690 Southcenter Mall #1525 For Building Department Use. Seattle, WA Applicant Name: or Penn Consulting Engineer Applicant Address: Grapevine, TX Applicant Phone: 817 -410 -2858 FILE COPY ps u'i 'eN rJn. REVISION. NO 2 b 14 9 REVIEWED FOR CODE COMPLIANCE APPROVED 'JUL 17.2012 City of Tukwila BUILDING DIVISION RECEIVED JUL 13 2012 PERMIT CENTER 2009 Seattle Energy Code Compliance Form for Nonresidential and Multifamily Residential Interior ;Lighting Summary LTG -INT. 2009 Seattle Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised December 2010 Project Info Project Address Aim Date 7/11/2012 690 Soutbcenter Mall 01525 For Building Department Use Seattle, WA Applicant Name: Don Penn Consulting Engineer Applicant Address: Grapevine, TX Applicant Phone: 817 -410 -2858 Project Description ❑ New Building ❑ Addition ✓ Alteration .1 Plans Induded Indicate controls (Sections 1513) including commissioning requirements on plans. Compliance Option Q Prescriptive C Lighting Power Allowance 0 Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) Alteration Exceptions (check appropriate box - sec. 1132.3) ❑ No changes are being made to the lighting and the space use has not changed ❑ Less than ((60%)) 20% of the fixtures or of the lamps plus ballasts alone are altered, added, or replaced ((new)), installed wattage not increased, & the space use has not changed. Sales Maximum Allowed Lighting Wattage (Interior) Location (floor plan /room #) Occupancy Description Allowed Watts per k2"" Gross Interior Area in fie Allowed x Area Retail Sales 1.33 2330 3099 Retail Supplemental Watts (Footnote 10 on table 15 -1) 1000.00 1 1000 Retail Display area (Footnote 10 on table 15 -1) 0.90 1200 1080. From Table 15-1 (over) - document all exceptions on form LTG -LPA Proposed Lighting Wattage (Interior) Total Allowed Watts 5179 Location (floor plan /room #) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Sales Item #4 Recessed CPL 6 32 192 Sales Item 09 Adjustable Recessed CMH 5 39 195 Sales Item #10 Adjustable Recessed CHH 18 78 1404 Sales Item 013 Adjustable Recessed CMH 21 39 819 Sales Item #14 Adjustable Receaeed CMH • 4 78 312 Stock Item 015 8' Fluorescent Strip 12 56 672 Sales Item 026, 27, 28 Armoire Fluorescent Strip 31 49 1519 Show Window Excempt Show Window Lighting 8 Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts 5113 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 the wattage of current limiting devices or of the transformer. For low voltage track lighting list the transformer rated wattage. 3. List all fixtures. For exempt lighting, note section and exception number, and leave Watts/Fixture blank. Parking Garage Lighting - Maximum Allowed Wattage Location I Occupancy Description Allowed Watts /ft2 Gross Area (ft) Watts Allowed Par ing Garage Lig ling - Proposed Wattage . lc h Location Fixture Description # of Fixtures Watts /Fixture Watts Proposed The 2009 SEC Section 1510 specifies that parking garage lighting cannot be traded with o her interior Total Proposed Watts ignung or wrtn exterior ugnung. 2009 Seattle Energy Code Compliance Form for Nonresidential and Multifamily Residential :Interior Lighkting Summary (back) LTG -INT 2009 Seattle Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised December 2010 Prescriptive Spaces Occupancy: 0 Warehouse or Parking Garage ® Other 1 Qualification Checklist Note: If occu anc a is "Other" p y typ and fixture answer is checked, the number of fixtures in the space is not limited by Code. Clearly indicate these spaces on plans. If not qualified, do LPA Calculations. Lighting Fixtures: (Section 1521) Check if 95% or more of fixtures comply with 1,2 or 3 and rest are ballasted. 1. Fluorescent fixtures a) with 1 lamp ((2- lamps)), b) fitted with 5 to 60 watt T -1, T -2, T -4, T -5, T -8, or CFL lamps, and c) hard -wired electronic dimming ballasts and automatic dimming control for all lamps in all zones. Screw -in CFL fixtures, tracking lighting, bare lamp strip and industrial fixtures do not qualify. 2. Metal Halide with a) reflector b) ceramic MH lamps < =150w c) electronic ballasts 3. LED lights. TABLE 15 -1 Unit Lighting Power Allowance (LPA Use' LPA2 (W /ft2) Use' LPA2 (W/ft2) Automotive facility and aircraft maintenance 0.82 ((0:85)) Office buildings, office/administrative areas in facilities of other use types (including but not limited to schools, hospitals, 0.90 ((0.91)) Convention center 1.08 ((1.40)) Parking garages 0.20 Courthouse 1.05 ((140)) Penitentiary and other Group 1 -3 Occupancies 0.90 Cafeterias, fast food establishments', restaurants/bars5 0.99 ((1 -20)) Police and fire stations 0.90 Dormitory 0.61 ((08)) Post office 0.87 ((4 -88)) Dweling Units 1.00 Retail10, retail banking, mall concourses, wholesale stores (pallet rack shelving) 1.33 Exercise center 0.88 ((0:93)) School buildings (Group E Occupancy only), school classrooms, day care centers 0.99 ((1:00)) Gymnasia, assembly spaces 0.95 Theater. motion picture 0.93 ((0.97)) Healthcare clinic 0.07 ((100)) Theater, performing arts 1.25. Hospital, pharmacies, nursing homes, and other 1.20. Transportation 0.77 ((0 �8)) Group 1 -1 and 1 -2 Occupancies Hotel /motel 1.00 Warehouses 0.50 Laboratory spaces (all spaces not classified "laboratory" shall meet office and other appropriate 1.62 Workshops 1.20 Laundries 1.20 Libraries5 1.18 ((1:20)) Plans Submitted for Common Areas Only Manufacturing facility 1.11(020)) Main floor building lobbies3 (except mall concourses) 1.10 Museum 1.00 Common areas, corridors, toilet facilities and washrooms, elevator lobbies 0.80 Footnotes for Table 15 -1 1) In cases in which a general use and a specific use are listed, the specific use shall apply. In cases in which a use is not mentioned specifically, the Unit Power Allowance shall be determined by the building official. This determination shall be based upon the most comparable use specified in the table. See Section 1512 for exempt areas. 2) The watts per square foot may be increased, by 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) Reserved. 5) Watts per square foot of room may be increased by 2% per foot of ceiling height above 9 feel. 6) Reserved. 7) Reserved. 8) Reserved. 9) Reserved. 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. 0.4 ((0:6)) watts per square foot of sales floor area not listed in items ii and iii below; ii. 0.9 ((3,4)) watts per square foot of furniture, clothing, cosmetics or artwork floor area; or iii. 1.5 ((2:3)) 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. 2009 Seattle Energy Code Compliance Form for Nonresidential and Multifamily Residential Exterior Li • ahtin • Summar LTG -EXT 2009 Seattle Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised December 2010 Project Info Proj Address ALDO Date 7/11/2012 690 Southcenter Mall #1525 For Building Department Use Seattle, WA Name: Don Penn Consulting Engineer Appl. Name: Grapevine, TX Appl. Phone: 817- 910 -2858 Project Description ❑ Alteration ❑ Plans Included and commissioning requirements. • New ❑ Addition Refer to WSEC Section 1513 for controls Lighting Zone (Exterior) (as specified by Jurisdiction) Q Zone 1 Zone 2 0 Zones 3 and 4 Compliance Option 0 Lighting Power Allowance 0 Systems Analysis Building Grounds (luminaires > 100 Watts) ❑ Efficacy> 60 lumens/W ❑ Controlled by motion sensor ❑Exemption (list) Alteration Exceptions (check appropriate box - sec. 1132.3) ❑ No changes are being made to the lighting and space use not changed. ❑ Less than ((66%)) 20% of the fixtures or of the lamps plus ballasts alone are altered, added, or replaced ((new)), installed wattage not increased, & the space use has not changed. Tradable Maximum Allowed Lighting Wattage (Exterior) Base Site Allowance: Tradable Surfaces Description Allowed Watts per ft2,or per If Area (ft`), perimeter (10 or # of items Allowed Watts x ft2 (or x in Total Allowed Tradable Watts: Tradable Proposed Lighting Wattage (Exterior) (use mfgr listed maximum input wattage for luminaire.) Surface Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Area (ft2), perimeter (10 or # of items Allowed Watts x f12 (or x If) Total proposed tradable watts may not exceed the sum of total allowed tradable watts plus the base site allowance. Any base site allowance not needed to make tradable watts comply can be applied to individual non - tradable categories. Total Proposed Tradable Watts: Non - Tradable Maximum Allowed Lighting Wattage (Ext) Base Site Allowance Remaining: Fixture Description Non - Tradable Surfaces Description Allowed Watts per ft2 or per If Area (ft2), perimeter (10 or # of items Allowed Watts x f12 (or x If) Non - Tradable Proposed Lighting Wattage (Exterior) Surface Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Non - tradable proposed watts may not exceed allowed watts for any individual surface unless the total excess watts for all non - tradable surfaces are less than the remaining site allowance. Total excess Non - Tradable watts: Site Allowance Balance: 2009 Seattle Energy Code Compliance Form for Nonresidential and Multifamily Residential 'Exterior Lighting Summary.(_back)` LTG -EXT 2009 Seattle Enerov Code Comoliance Forms for Nonresidential and Multifamily Residential TABLE 15 -2A EXTERIOR LIGHTING ZONES Revised December 2010 Lighting Zone Description 1 Zones 3 and 4 Developed areas of national parks, state and city parks, forest 500 W 2 750 W Areas predominantly consisting of residential zoning, neighborhood business districts, Tight industrial with limited nighttime use and residential mixed areas 3 & 4 All other areas including, high activity commercial districts in major metropolitan areas as designated by the local jurisdiction TABLE 15-2B LIGHTING POWER DENSITIES FOR BUILDING EXTERIORS Specific area description Zone 1 Zone 2 Zones 3 and 4 Base site allowance' 500 W 600 W 750 W Tradable Surfaces ." Uncovered Parking Parking lots' and drives Areas 0.04 W /ft2 0.06 W /ft2 0.10 W /ft2 Building Grounds Walkways less than 10 ft wide 0.70 W/ linear toot 0.70 W/ linear foot 0.80 W/ linear foot Walkways 10 ft wide or greater Plaza areas Special feature areas 0.14 W /ft2 0.14 W /fie 0.16 W /ft2 Exterior Stairways 0.75 W /ft2 1.00 W /ft2 1.00 W /ft2 Pedestrian tunnel 0.15 W /ft2 0.15 W /ft2 0.20 W /ft2 Landscaping 0.04'W /ft2 0.05 W /ft2 0.05 W /ft2 Building Entrances and Exits Main entries 20 W/linear foot of door width 20 W/linear foot of door width 30 W/linear foot of door width Other doors 20 W/linear foot of door width 20 W /linear foot of door width 20 W/linear foot of door width: Entry canopies 0.25 W /ft2 0.25 W /ft2 0.40 W /ft2 Sales Canopies Free standing and. attached 0.60 W /f12 0.60 W/ft2 0.80 W /ft2 Outdoor Sales Open areas' 0.25 W /ft2 0.25 W /ft2 0.50 W /ft2 Street frontage for vehicle sales Tots in addition to' open" area allowance No Allowance 10 W/linear foot ] 0 W /linear foot Non - Tradable Surfaces Building Facades and signs No Allowance 0.10 W /ft2 for each illuminated wall or surfaces 0.15 W /f12 for each illuminated wall or surface6 Automated teller machines and night depositories 270 W per locations Entrances and gatehouse inspection stations at guarded facilities 0.75 W /ftZ of covered & uncovered arca Loading areas for law enforcement, fire, ambulance and other emergency service vehicles 0.50 W /ft2 of covered & uncovered area Material handling and associated storage No Allowance No Allowance 10.5 W /ft2 Drive -up Windows & Doors 400W per drive - through Parking near 24 -hour retail entrances 800 W per main entry FOOTNOTES FOR TABLE 15 -2B: 1. Base site allowance may be used in tradable or nontradable surfaces. 2. Lighting power densities for uncovered parking areas, building grounds, building entrances and exits, canopies and overhangs and outdoor sales areas maybe:traded. 3. Including vehicle sales lots. 4. Lighting power density calculations for the following applications can be used only for the specific application and canr be traded between surfaces or with other exterior lighting. The following allowances are in addition to any allowance otherwise permitted in the "Tradable Surfaces" section of this table. 5. May alternately use 2.5 watts per linear toot for each wall or surface length. 6. May alternately use 3.75 watts per linear foot for each wall or surface length. 7. May alternately use 5 watts per linear foot for each wall or surface length. 8. An additional 90 watts is allowed per additional ATM location. 2009 Seattle Energy Code Compliance Form for Nonresidential and Multifamily Residential Lighting Power Allowance Adjustments LTG -LPA 2009 Seattle Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised December 2010 Project Address IALDO 'Date 7/11/2012 Use this form if you are claiming any ceiling height adjustments for your Lighting Power Allowances for interior lighting. The Occupancy Description should agree with the "Use" listed on Code Table 15-1. Identify the appropriate Ceiling Height Limit (9 feet, 12 feet or 20 feet) on which the adjustment is based. The Adjusted LPA is calculated from this number and from the Allowed Watts per ft2. Carry the Adjusted LPA to the corresponding *Allowed Watts per ft2" location on LTG -SUM. Adjusted Lighting Power Allowances (Interior) Location (floor plan /room #) Occupancy Description Allowed Watts per ft2'" Ceiling Height for this room Ceiling Height limit for this exception** Adjusted LPA Watts per ft2 " From Table 15 -1 based on exceptions listed in footnotes 2009 Seattle Energy Code Compliance Form for Nonresidential and Multifamily Residential Lighting 2009 Seattle Energy Motor, and .Transformer. Permit Plans Checklist f LTG-CHK Code Compliance Forms for Nonresidential and Multifamily Residential Revised December 2010 Project Address ALDO Date 7/11/2012 The following information is necessary to check a permit application for compliance with the lighting, motor, and transformer requirements in the 2009 Seattle Energy Code. Applicability (yes, no, n.a.) Code Section Component Information Required Location on Plans Building Dept. Notes LIGHTING CONTROLS (Section 1513) Yes 1513.1 Local control /access Schedule with type, indicate locations E -1 Yes 1513.2 Area controls Maximum limit per switch E -1 N.A. 1513.3 Daylight zone control Schedule with type and features, indicate locations N.A. daylight zones Indicate primary zone and secondary zone separately N.A. parking garage Indicate daylight zone in parking garage N.A. vertical glazing Indicate vertical glazing on plans N.A. overhead glazing Indicate overhead glazing on plans Yee 1513.4 Display /exhib /special Indicate separate controls E -1, 2 N.A. 1513.5 Exterior shut -off Schedule with type and features, indicate location N.A. (a) timerw /backup Indicate location N.A. (b) photocell. Indicate location Yea 1513.6 Inter. auto shut -off Indicate location Yee 1513.6.1 (a) occup. sensors Schedule with type and locations E -1 Yee 1513.6.2 (b) auto. switches Schedule with type and features (back -up, override capability); Indicate size of zone on plans E -2 N.A. 1513.7 Hotel /motel controls Indicate location of room master controls 1513.8 Commissioning Indicate requirements for lighting controls commissioning EXIT SIGNS(Section 1514) G Yea 1514 Max. watts Indicate watts for each exit sign E -la LIGHTING POWER ALLOWANCE (Section 1530 -1532) Yea 1531 Interior Lighting Summary Form Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture N.A. 1532 Exterior Lighting Summary Form Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture MOTORS (Section 1511) N.A. 1511 Elec motor efficiency MECH -MOT or Equipment Schedule with hp, rpm, efficiency TRANSFORMERS (Section 1540) Yes I 1540 (Transformers 'Indicate size and efficiency. IE -2 If "no" is circled for any question, provide explanation: D 2009 Seattle Energy Code Compliance Forms for Nonresidential and Multifamily Residential echanical Summary MECH -SUM 2009 Seattle Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised July 2011 Project Info FILECOPY Project Address ALDO Date 4/30/2012 690 Southcenter Mall #1525 For Building Dept. Use Seattle, WA Applicant Name: Don Penn Consulting Engineer Applicant Address: Grapevine, TX Applicant Phone: 817 -410 -2858 Project Description Briefly describe mechanical system type and features. Includes Plans Existing fan powered box with integral 3 KW electric heat strip to remain. Include documentation requiring compliance with commissioning requirements, Section 1416. Compliance Option Q Simple System 0 Complex System 0 Systems Analysis (See Decision Flowchart (over) for qualifications. Use separate MECH -SUM for simple & complex Equipment Schedules The following information is required to be incorporated with the mechanical equipment schedules on the plans. For projects without plans, fill in the required information below. Cooling Equipment Schedule Equip. ID Equip Type Brand Name' Model No.' R,,,. Capacity2 Btu /h OSA CFM or Econo? SEER or EER IPLV3 Econmizer Option or Exceptions Heat Recovery Y/N Ai-D .r, P4,4, 4 (400 v 2,-2 4• - 'is RYA, ° Heating Equipment Sc =• tib• ;�,�;P,'" Equip. ID Equip Type ; et Brand Name' Model No.1 Capacity2 Btu /h OSA cfm or Econo? Input Btuh Output Btuh Efficiency' Heat Recovery Y/N Fan Equipment Schedule Equip. ID Equip Type Brand Name' Model No.1 CFM SP' HP /BHP Flow Controls Location of Service FP -1 Titus ATQS -7 2350 VAV Stock yy�� LA �>I1t r REVIEWED FOR 411 T 1 ' CODE COMPLIANCE MAY 0 4 101Z APPROVED PERMIT CENTER UAV 1 d 2i11? 'If - >ailable. 2 As tested according to able 14 -1A through 14 -1G. 3 If required. ° COP HSPF, Combustion Efficiency, or AFUE, as applicable. 5 FI.. 'control types: variable air volume) AV), constant volume (CV), or variable speed (VS). 6 Exception number from Section 1433. City of Tukwila BUILDING DIVISION 012H1kB t 2009 Seattle Energy Code Compliance Forms for Nonresidential and Multifamily Residential Mechanical Summary (back) MECH -SUM 2009 Seattle Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised July 2011 System Description See Section 1421 for full description of Simple System qualifications. All Systems: ❑ No humidification? ❑ No Reheat? If Heating /Cooling or Cooling Only: ❑ Constant vol? ❑ Split system? ❑ <= 84,000 Btuh? ❑ Economizer ❑ Air cooled? ❑ Packaged sys? ❑ <= 135,000 Btuh? 2� ❑ Cooling Cap < =15 Btuh/ft2? ❑ Heating Cap. > 0 & < =10 Btuh /ft2? g p• If Heating Only: ❑ <1000 cfm? ❑ <30% outside air? ❑ Heating Cap. < =10 Btuh /ft2? Decision Flowchart Use this flowchart to determine if project qualifies for Simple System Option. If not, either the Complex System or Systems Analysis Options must be used. ( START ap < =15 Heat/Cool Eq. with Cap < =10 ft2, or /ft2 Yes Yes Heating /Cooling or Cooling Only Heating Only No • Reference Section 1421 Yes • Yes Yes alifies Economizer Exception tion 1 Yes • Simple System Allowed (section 1420) Yes • Use Complex ► Systems (section 1430) Complex Systems Refer to MECH -COMP Mechanical Complex Systems for assistance in determining which Complex Systems requirements are applicable to this project. 2009 Seattle Energy Code Compliance Forms for Nonresidential and Multifamily Residential Mechanical Permit Plans Checklist MECH -CHK 2009 Seattle Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised July 2011 Project Address ALDO 'Date 4/30/2012 The following information is necessary to check a mechanical permit application for compliance with the mechanical requirements in the 2009 Seattle Energy Code. Applicability (yes, no, na) Code Section Component Information Required Location on Plans Building Department Notes HVAC REQUIREMENTS (Sections 1401 -1424) 1411 Equipment Performance N.A. 1411.1 Minimum efficiency Equipment schedule with type, capacity, efficiency N.A. 1411.1 Combustion htg. Indicate intermittent ignition, flue /draft damper & jacket Toss N.A. 1411.1 Air- cooled chiller Provide total air and water chiller capacity N.A. 1411.2.1 Water - cooled chiller Full -load and NPLV values adjusted for any non - standard conditions N.A. 1411.4 Pkg. elec. htg.& clg. List heat pumps on schedule N.A. 1411.5 Unenclosed Heat Indicate radiant heat system and occupancy controls 1412 HVAC Controls N.A. 1412.1 Temperature zones Indicate locations on plans N.A. 1412.2 Deadband control Indicate 5 degree deadband minimum N.A. 1412.3 Humidity control Indicate humidistat N.A. 1412.4 Setback and Shutoff Indicate thermostat with 7 day program capability & required setback Yee 1412.4.1 Dampers Indicate damper location, leakage rate, control type, & max. leakage N.A. 1412.4.2 Optimum Start Indicate optimum start controls N.A. 1412.5 Heat pump control Indicate heat pump thermostant & outdoor lockout on schedule N.A. 1412.6 Combustion heating Indicate modulating or staged control N.A. 1412.7 Balancing Indicate balancing features on plans N.A. 1412.8 Ventilation Control Indicate demand control ventilation for high- occupancy areas and labs N.A. 1412.9 Loading Dock & Garage Ventilation Indicate enclosed loading dock & parking garage ventilation system activation and control method. Yea 1412.10 Sgl Zone VAV Ctrls Indicate VAV controls for single -zone systems N.A. 1416.3.2 System Balancing Indicate air and water system balancing requirements Yee 1422 Thermostat interlock Indicate thermostat interlock on plans N.A. 1432.2.1 Temperature Reset Indicate temperature reset method 1413 Air / Water Economizers N.A. 1412.1 Single zone systems Indicate multiple cooling stage control capability. N.A. 1413.1 Air Econo Operation Indicate 100% capability on schedule N.A. 1413.1 Wtr Econo Operation Indicate 100% capacity at 45 degF db & 40 deg F wb N.A. 1413.2 Wtr Econo Document Indicate max. OSA condition for design clg load & equipment performance data. N.A. 1413.3 Integrated operation Indicate capability for partial cooling 1413.4 Humidification Indicate direct evap or fog atomization w/ air economizer N.A. 1413.5 Htg. Sys. Impact Indicate that system does not increase heating energy use during economizer operation 1414 Ducting Systems Yea 1414.1 Duct sealing Indicate duct design pressures and sealing requirements Yee 1414.1.2 Low press. duct test Indicate that low- pressure duct systems to be leak tested N.A. 1414.1.3 HP & ext. duct test Indicate that high - pressure & exterior duct systems to be leak tested Yee 1414.2 Duct insulation Indicate R -value of insulation on duct 1415 Piping Systems N.A. 1415.1 Piping insulation Indicate R -value of insulation on piping N.A. 1415.2 Radiant Systems Indicate R -value of insulation on radiant panels Yes Mechanical Summary Form Completed and attached. Equipment schedule with types, input/output, efficiency, cfm, hp, economizer 2009 Seattle Energy Code Compliance Forms for Nonresidential and Multifamily Residential Mechanical Permit Plans Checklist Continued MECH -CHK 2009 Seattle Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised July 2011 Project Address ALDO (Date 4/30/2012 The following information is necessary to check a mechanical permit application for compliance with the mechanical requirements in the 2009 Seattle Energy Code. Applicability (yes, no, na) Code Section Component Information Required Location on Plans Building Department Notes HVAC REQUIREMENTS (Section 1416), continued 1416 Completion Requirements 1416.3.2 System Balancing Indicate air and water system balancing requirements 1416.3.3 Functional Testing Provide sequence of operations and test procedures. 1416.3.4 Documentation Indicate O&M manuals, record drawings, staff training 1416.3.5 Comm. Report Indicate requirements for final commissioning report 1416.4 Compliance Chklist Submit to building official upon substantial completion. SERVICE WATER HEATING AND HEATED POOLS (Sections 1440 -1454) 1440 Service water htg. Yes 1441 Elec. water heater Indicate R -10 insulation under tank Yes 1442 Shut -off controls Indicate automatic shut -off of circulators or heat trace Yes 1443 Pipe Insulation Indicate R -value of insulation on piping No 1444 Pump Energy Indicate method of pump energy management (Sec 1438) 1445 Heat Recovery Indicate preheat capacity as % of peak service water demand. 1450 Heated Pools N.A. 1452 Heat Pump COP Indicate minimum COP of 4.0 N.A. 1452 Heater Efficiency Indicate pool heater efficiency N.A. 1453 Pool heater controls Indicate switch and 65 degree control N.A. 1454 Pool covers Indicate vapor retardant cover N.A. 1454 Pools 90+ degrees Indicate R -12 pool cover N.A. 1455 Heat Recovery Indicate method and capacity of exhaust air temperature reduction COLD STORAGE (Sections 1460 -1465) 1460 Cold Storage N.A. 1463 Evaporators Indicate motor type and speed control N.A. 1464 Condensors Indicate condenser cooling type, design wb temp and control N.A. 1465 Compressors Indicate design minimum condensing temp and control. COMPRESSED AIR AND VACUUM PUMPS (Section 1470) 1470 Compressed Air and Vacuum N.A. 1470.1 Air compressor gnl. Indicate "no loss" water drains N.A. 1470.2 Rotary screw comp Indicate variable speed drive or other acceptable control COMMERCIAL FOOD SERVICE (Sections 1475) 1475 Commercial Food Service N.A. 1475 Food service equip. Indicate that equipment complies with energy and water efficiency criteria in Energy Star If "no" is indicated for any item in Sections 1401 -1424 or 1440 -1465 , provide explanation: 2009 Seattle Energy Code Compliance Form for Nonresidential and Multifamily Residential Project Summary PRJ -SUM 2009 Seattle Energy Code Compliance Forms for Nonresidential and Multifamily. Residential Revised December 2010 Project Info . Project Address ALDO Date 5/2/2012 690 Southcenter Mall #1525 For Building Department Use Seattle, WA Applicant Name: Don Penn Consulting Engineer Applicant Address: Grapevine, TX Applicant Phone: 817 -410 -2858 FXLE COPY Permit No. REVIEWED FOR CODE COMPLIANCE APPROVED MAY 1 R 20121 City of Tukwila BUILDING DIVISION R ��., CITY MAY 042012 PERMIT CENTER 2009 Seattle Energy Code Compliance Form for Nonresidential and Multifamily Residential Interior Lighting Summary LTG -INT 2009 Seattle Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised December 2010 Project Info Project Address ALDO Date 5/2/2012 690 Southcenter Mall #1525 For Building Department Use Seattle, WA Applicant Name: Don Penn Consulting Engineer Applicant Address: Grapevine, TX Applicant Phone: 817 -410 -2858 Project Description ❑ New Building ❑ Addition J Alteration ✓ Plans Included Indicate controls (Sections 1513) including commissioning requirements on plans. Compliance Option 0 Prescriptive Q Lighting Power Allowance 0 Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) Alteration Exceptions (check appropriate box - sec. 1132.3) ❑ No changes are being made to the lighting and the space use has not changed ❑ Less than ((69%)) 2m of the fixtures or of the lamps plus ballasts alone are altered, added, or replaced ((crew)), installed wattage not increased, & the space use has not changed. 5179 Maximum Allowed Lighting Wattage (Interior) Location (floor plan /room #) Occupancy Description Allowed Watts per ft2** Gross Interior Area in ft2 Allowed x Area Retail Sales 1.33 2330 3099 Retail Supplemental Watts (Footnote 10 on table 15 -1) 1000.00 1 1000 Retail Display area (Footnote 10 on table 15 -1) 0.90 1200 1080 ' From Table 15 -1 (over) - document all exceptions on form LTG -LPA Total Allowed Watts 5179 Proposed Lighting Wattage (Interior) Location (floor plan /room #) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Sales Item #4 Recessed CPL 6 32 192 Sales Item #9 Adjustable Recessed CMH 5 39 195 Sales Item #10 Adjustable Recessed CMH 18 78 1404 Sales Item #13 Adjustable Recessed CMH 21 39 819 Sales Item #14 Adjustable Recessed CMH 4 78 312 Stock Item #15 8' Fluorescent Strip 12 56 672 Sales Item #26, 27, 28 Armoire Fluorescent Strip 31 49 1519 Show Window Excempt Show Window Lighting 8 Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts 5113 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 the wattage of current limiting devices or of the transformer. For low voltage track lighting list the transformer rated wattage. 3. List all fixtures. For exempt lighting, note section and exception number, and leave Watts /Fixture blank. Parking Gara a Lighting - Maximum Allowed Wattage Location Occupancy Description Allowed Watts /ft2 Gross Area (ft2) Watts Allowed Par in Garage Lig ting - Proposed Wattage k h Location Fixture Description # of Fixtures Watts /Fixture Watts Proposed The 2009 SEC Section 1510 specifies that parking garage lighting cannot be traded with other interior Total Proposed Watts lighting or with exterior lighting. 2009 Seattle Energy Code Compliance Form for Nonresidential and Multifamily Residential Interior Lighting Summary (back) LTG -INT 2009 Seattle Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised December 2010 Prescriptive Spaces Occupancy: 0 Warehouse or Parking Garage ® Other Qualification Checklist Note: If occupancy type is "Other" and fixture answer is checked, the number of fixtures in the space is not limited by Code. Clearly indicate these spaces on plans. If not qualified, do LPA Calculations. Lighting Fixtures: (Section 1521) fl Check if 95% or more of fixtures comply with 1,2 or 3 and rest are ballasted. 1. Fluorescent fixtures a) with 1 lamp ((2- lamps)), b) fitted with 5 to 60 watt T -1, T -2, T -4, T -5, T -8, or CFL lamps, and c) hard -wired electronic dimming ballasts and automatic dimming control for all lamps in all zones. Screw -in CFL fixtures, tracking lighting, bare lamp strip and industrial fixtures do not qualify. 2. Metal Halide with a) reflector b) ceramic MH lamps < =150w c) electronic ballasts 3. LED lights. ' -1 Unit Lighting Power Allowance (LPA Use' LPA2 (W /ft2) Use1 LPA2(W /ft2) Automotive facility and aircraft maintenance 0.82 ((985)) Office buildings, office /administrative areas in facilities of other use types (including but not limited to schools, hospitals, 0.90 ((09 -1)) Convention center 1.08 ((1-19)) Parking garages 0.20 Courthouse 1.05 ((140)) Penitentiary and other Group 1 -3 Occupancies 0.90 Cafeterias, fast food establishmentsb, restaurants /bars5 0.99 ((120)) Police and fire stations 0.90 Dormitory 0.61 ((013,5)) Post office 0.87 ((1 -00)) Dweling Units 1.00 Retail10, retail banking, mall concourses, wholesale stores (pallet rack shelving) 1.33 Exercise center 0.88 ((085)) School buildings (Group E Occupancy only), school classrooms, day care centers 0.99 ((4,00)) Gymnasia, assembly spaces 0.95 Theater, motion picture 0.83 ((0:87)) Health care clinic 0.87 ((1 -00)) Theater, performing arts 1.25 Hospital, pharmacies, nursing homes, and other 1.20 Transportation 0.77 ((8,88)) Group 1 -1 and 1-2 Occupancies Hotel /motel 1.00 Warehouses 0.50 Laboratory spaces (all spaces not classified "laboratory" shall meet office and other appropriate 1.62 Workshops 1.20 Laundries 1.20 Libraries5 1.18 ((148)) Plans Submitted for Common Areas Only Manufacturing facility 1.11 ((1-20)) Main floor building lobbies3 (except mall concourses) 1.10 Museum 1.00 Common areas, corridors, toilet facilities and washrooms, elevator lobbies 0.80 Footnotes for Table 15-1 1) In cases in which a general use and a specific use are listed, the specific use shall apply. In cases in which a use is not mentioned specifically, the Unit Power Allowance shall be determined by the building official. This determination shall be based upon the most comparable use specified in the table. See Section 1512 for exempt areas. 2) The watts per square foot may be increased, by 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) Reserved. 5) Watts per square foot of room may be increased by 2% per foot of ceiling height above 9.feet. 6) Reserved. 7) Reserved. 8) Reserved. 9) Reserved. 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. 0.4 ((9.4)) watts per square foot of sales floor area not listed in items ii and iii below; ii. 0.9 ((44)) watts per square foot of furniture, clothing, cosmetics or artwork floor area; or iii. 1.5 ((25)) 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. 2009 Seattle Energy Code Compliance Form for Nonresidential and Multifamily Residential Exterior Li • htin • Summar LTG -EXT 2009 Seattle Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised December 2010 Project Info Proj Address ALDO Date 5/2/2012 690 Southcenter Mall #1525 For Building Department Use Seattle, WA Name: Don Penn Consulting Engineer Appl. Name: Grapevine, TX Appl. Phone: 917 - 410 -2855 Project Description ❑ New ❑ Addition ❑ Alteration ❑ Plans Included Refer to WSEC Section 1513 for controls and commissioning requirements. Lighting Zone (Exterior) (as specified by Jurisdiction) O Zone 1 Zone 2 0 Zones 3 and 4 Compliance Option 0 Lighting Power Allowance 0 Systems Analysis Building Grounds (luminaires > 100 Watts) ❑ Efficacy> 60 lumens/W ❑ Controlled by motion sensor ❑ Exemption (list) Alteration Exceptions (check appropriate box - sec. 1132.3) ❑ No changes are being made to the lighting and space use not changed. Less than ((60%)) 20% of the fixtures or of the lamps plus ballasts alone are altered. added. or replaced ((crew)), installed wattage not increased, & the space use has not changed. Tradable Maximum Allowed Lighting Wattage (Exterior) Base Site Allowance: Tradable Surfaces Description Allowed Watts per ft2 or per If Area (ft`), perimeter (If) or # of items Allowed Watts x ft2 (or x If) Total Allowed Tradable Watts: Tradable Proposed Lighting Wattage (Exterior) (use mfgr listed maximum input wattage for luminaire.) Surface Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Area (ft2), perimeter (If) or # of items Allowed Watts x ft2 (or x If) Total proposed tradable watts may not exceed the sum of total allowed tradable watts plus the , Total Proposed Tradable Watts: ase site allowance. applied to individual non - tradable categories. Non - Tradable Maximum Allowed Lighting Wattage (Ext) Base Site Allowance Remaining: Fixture Description Non - Tradable Surfaces Description Allowed Watts per ft2 or per If Area (ft2), perimeter (If) or # of items Allowed Watts x ft2 (or x If) Non - Tradable Proposed Lighting Wattage (Exterior) Surface Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Non - tradable proposed watts may not exceed allowed watts for any individual surface unless the total excess watts for all non - tradable surfaces are less than the remaining site allowance. . Total excess Non - Tradable watts: Site Allowance Balance: 2009 Seattle Energy Code Compliance Form for Nonresidential and Multifamily Residential Exterior Lighting Summary (back) LTG -EXT 2009 Seattle Enerov Code Compliance Forms for Nonresidential and Multifamily Residential TABLE 15 -2A EXTERIOR LIGHTING ZONES Revised December 2010 Lighting Zone Description Zone 2 1 Base site allowance' Developed areas of national parks, state and city parks, forest 600 W 750 W 2 Uncovered Parking Parking lots and drives Areas Areas predominantly consisting of residential zoning, neighborhood business districts, light industrial with limited nighttime use and residential mixed areas 3 & 4 All other areas including, high activity commercial districts in major metropolitan areas as designated by the local jurisdiction TABLE 15 -2B LIGHTING POWER DENSITIES FOR BUILDING EXTERIORS Specific area description Zone 1 Zone 2 Zones 3 and 4 Base site allowance' 500 W 600 W 750 W Tradable Surfaces 2 Uncovered Parking Parking lots and drives Areas 0.04 W /ft2 0.06 W /ft2 0.10 W/ft2 Building Grounds Walkways less than 10 ft wide 0.70 W/ linear foot 0.70 W/ linear foot 0.80 W/ linear foot Walkways 10 ft wide or greater Plaza areas Special feature areas 0.14 W /ft2 0.14 W/f12 0.16 W /ft2 Exterior Stairways 0.75 W /ft2 1.00 W /ft2 1.00 W /ft2 Pedestrian tunnel 0.15 W /ft2 0.15 W /ft2 0.20 W /ft2 Landscaping 0.04 W /ft2 0.05 W /ft2 0.05 W /ft2 Building Entrances and Exits Main entries 20 W /linear foot of door width 20 W /linear foot of door width 30 W/linear foot of door width Other doors 20 W/linear foot of door width 20 W /linear foot of door width 20 W/linear foot of door width Entry canopies 0.25 W /ft2 0.25 W /ft2 0.40 W /ft2 Sales Canopies Free standing and attached 0.60 W /ft2 0.60 W /ft2 0.80 W /ft2 Outdoor Sales Open areas3 0.25 W /ft2 0.25 W /ft2 0.50 W /ft2 Street frontage for vehicle sales lots in addition to "open area allowance No Allowance ] 0 W /linear foot 10 W /linear foot Non- Tradable Surfaces a Building Facades and signs No Allowance 0.10 W /ft2 for each illuminated wall or surfaces 0.15 W /ft2 for each illuminated wall or surface6 Automated teller machines and night depositories 270 W per location8 Entrances and gatehouse inspection stations at guarded facilities 0.75 W /ft2 of covered & uncovered area Loading areas for law enforcement, fire, ambulance and other emergency service vehicles 0.50 W /ft2 of covered & uncovered area Material handling and associated storage No Allowance No Allowance - 0.5 W /ft2 Drive -up Windows & Doors 400W per drive - through Parking near 24 -hour retail entrances 800 W per main entry FOOTNOTES FOR TABLE 15 -2B: 1. Base site allowance may be used in tradable or nontradable surfaces. 2. Lighting power, densities for uncovered parking areas, building grounds, building entrances and exits, canopies and overhangs and outdoor sales areas may be traded. 3. Including vehicle sales lots. 4. Lighting power density calculations for the following applications can be used only for the specific application and cane be traded between surfaces or with other exterior lighting. The following allowances are in addition to any allowance otherwise permitted in the "Tradable Surfaces" section of this table. 5. May alternately use 2.5 watts per linear foot for each wall or surface length. 6. May alternately use 3.75 watts per linear foot for each wall or surface length. 7. May alternately use 5 watts per linear foot for each wall or surface length. 8. An additional 90 watts is allowed per additional ATM location. 2009 Seattle Energy Code Compliance Form for Nonresidential and Multifamily Residential Lighting Power Allowance Adjustments LTG -LPA 2009 Seattle Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised December 2010 Project Address IALDD !Date 5/2/2012 Use this form if you are claiming any ceiling height adjustments for your Lighting Power Allowances for interior lighting. The Occupancy Description should agree with the "Use" listed on Code Table 15 -1. Identify the appropriate Ceiling Height Limit (9 feet, 12 feet or 20 feet) on which the adjustment is based. The Adjusted LPA is calculated from this number and from the Allowed Watts per ft2. Carry the Adjusted LPA to the corresponding "Allowed Watts per ft2" location on LTG -SUM. Adjusted Lighting Power Allowances (Interior) Location (floor plan /room #) Occupancy Description Allowed Watts per ft2** Ceiling Height for this room Ceiling Height limit for this exception** Adjusted LPA Watts per ft2 ** From Table 15 -1 based on exceptions listed in footnotes 2009 Seattle Energy Code Compliance Form for Nonresidential and Multifamily Residential Lighting, 2009 Seattle Energy Motor, and Transformer Permit Plans Checklist LTG -CHK Code Compliance Forms for Nonresidential and Multifamily Residential Revised December 2010 Project Address A,DO Date 5/2/2012 The following information is necessary to check a permit application for compliance with the lighting, motor, and transformer requirements in the 2009 Seattle Energy Code. Applicability (yes, no, n.a.) Code Section Component . Information Required Location on Plans Building Dept. Notes LIGHTING CONTROLS (Section 1513) Yes 1513.1 Local control /access Schedule with type, indicate locations E -1 Yes 1513.2 Area controls Maximum limit per switch E -1 N.A. 1513.3 Daylight zone control, Schedule with type and features, indicate locations N.A. daylight zones Indicate primary zone and secondary zone separately N.A. parking garage Indicate daylight zone in parking garage N.A. vertical glazing Indicate vertical glazing on plans N.A. overhead glazing Indicate overhead glazing on plans Yes 1513.4 Display /exhib /special Indicate separate controls E -1, 2 N.A. 1513.5 Exterior shut -off Schedule with type and features, indicate location N.A. (a) timer w /backup Indicate location N.A. (b) photocell. Indicate location Yee 1513.6 Inter. auto shut -off Indicate location Yes 1513.6.1 (a) occup. sensors Schedule with type and locations E -1 Yes 1513.6.2 (b) auto. switches Schedule with type and features (back -up, override capability); Indicate size of zone on plans E -2 N.A. 1513.7 Hotel /motel controls Indicate location of room master controls 1513.8 Commissioning Indicate requirements for lighting controls commissioning EXIT SIGNS Section 1514) Yes 1514 Max. watts Indicate watts for each exit sign E -la I LIGHTING POWER ALLOWANCE (Section 1530 -1532) Yes 1531 Interior Lighting Summary Form Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture N.A. 1532 Exterior Lighting Summary Form Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture MOTORS (Section 1511) N.A. I 1511 IElec motor efficiency IMECH -M0T or Equipment Schedule with hp, rpm, efficiency I I TRANSFORMERS (Section 1540) Yes I 1540 (Transformers 'Indicate size and efficiency IE -2 I . If "no" is circled for any question, provide explanation: 2009. Seattle Energy Code Compliance Forms for Nonresidential and Multifamily Residential Mechanical Summary MECH -SUM eattle Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised July 2011 Project Info Project Address ALDO Date 5/2/2012 690 Southcenter Mall #1525 For Building Dept. Use Seattle, WA Applicant Name: Don Penn Consulting Engineer Applicant Address: Grapevine, TX Applicant Phone: 817-410-2858 Project Description Briefly describe mechanical system type and features. Includes Plans Existing fan powered box with integral 3 KW electric heat strip to remain. Include documentation requiring compliance with commissioning requirements, Section 1416. Compliance Option 0 Simple System 0 Complex System 0 Systems Analysis (See Decision Flowchart (over) for qualifications. Use separate MECH -SUM for simple & complex Equipment Schedules The following information is required to be incorporated with the mechanical equipment schedules on the plans. For projects without plans, fill in the required information below. Cooling Equipment Schedule Equip. ID Equip Type Brand Name' Model No.1 Capacity2. Btu /h OSA CFM or Econo? SEER or EER IPLV3 Econmizer Option or Exception6 Heat Recovery Y/N • Heating Equipment Schedule Equip. ID Equip Type Brand Name' Model No.1 Capacity2 Btu /h OS' ;f ,. ,'. ' AVE - �ln:.4 :.uh 4�a ' Output Btuh Efficiency' Heat Recovery Y/N OOl`4 f ��,eW g >,,� ,0' c, r : • ,h 11. 2 `° , •�' Cis t, R .:�- +� Fan Equipment Schedule Equip. ID Equip Type Brand Name' Model No.1 CFM Sp' HP /BHP Flow Controls Location of Service FP -1 Titus ATQS -7 2350 VAV Stock 'If available. 2 As tested according to Table 14 -1A through 14 -1G. 3 If required. 4 COP HSPF, Combustion Efficiency, or AFUE, as applicable. 5 Flow control types: variable air volume(VAV), constant volume (CV), or variable speed (VS). 6 Exception number from Section 1433., • 2009 Seattle Energy Code Compliance Forms for Nonresidential and Multifamily Residential Mechanical Summary (back) MECH -SUM 2009 Seattle Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised July 2011 System Description See Section 1421 for full description of Simple System qualifications. All Systems: ❑ No humidification? ❑ No Reheat? If Heating /Cooling or Cooling Only: II Constant vol? ❑ Split system? ❑ <= 84,000 Btuh? ❑ Economizer ❑ Air cooled? ❑ Packaged sys? ❑ <= 135,000 Btuh? ❑ Cooling Cap < =15 Btuh /ft2? ❑ Heating Cap. > 08 < =10 Btuh /ft2? If Heating Only: ❑ <1000 cfm? ❑<30 % outside air? ❑ Heating Cap. < =10 Btuh /ft2? Decision Flowchart Use this flowchart to determine if project qualifies for Simple System Option. If not, either the Complex System or Systems Analysis Options must be used. ( START ap < =15 HeaUCool Eq. with Cap < =10 ft2, or Yes Yes Heating /Cooling or Cooling Only Heating Only Reference Section 1421 Yes Yes Yes Yes Simple System Allowed (section 1420) alifies Economizer Exception ion 1 Yes. V Use Complex ► Systems (section 1430) Complex Systems Refer to MECH -COMP Mechanical Complex Systems for assistance in determining which Complex Systems requirements are applicable to this project. 2009 Seattle Energy Code Compliance Forms for Nonresidential and Multifamily Residential Mechanical Permit Plans Checklist MECH -CHK Forms for Nonresidential and Multifamily Residential • Revised July 2011 2009 Seattle Energy Code Compliance Project Address ALDO (Date 5/2/2012 The following information is necessary to check a mechanical permit application for compliance with the mechanical requirements in the 2009 Seattle Energy Code. Applicability (yes, no, na) Code Section Component Information Required Location on Plans Building Department Notes HVAC REQUIREMENTS (Sections 1401 -1424) 1411 Equipment Performance N.A. 1411.1 Minimum efficiency Equipment schedule with type, capacity, efficiency N.A. 1411.1 Combustion htg. Indicate intermittent ignition, flue /draft damper & jacket loss N.A. 1411.1 Air - cooled chiller Provide total air and water chiller capacity N.A. 1411.2.1 Water - cooled chiller Full -load and NPLV values adjusted for any non - standard conditions N.A. 1411.4 Pkg. elec. htg.& clg. List heat pumps on schedule N.A. 1411.5 Unenclosed Heat Indicate radiant heat system and occupancy controls 1412 HVAC Controls N.A. 1412.1 Temperature zones Indicate locations on plans N.A. 1412.2 Deadband control Indicate 5 degree deadband minimum N.A. 1412.3 Humidity control Indicate humidistat N.A. 1412.4 Setback and Shutoff Indicate thermostat with 7 day program capability & required setback Yes 1412.4.1 Dampers Indicate damper.location, leakage rate, control type, & max. leakage N.A. 1412.4.2 Optimum Start Indicate optimum start controls N.A. 1412.5 Heat pump control Indicate heat pump thermostant & outdoor lockout on schedule N.A. 1412.6 Combustion heating Indicate modulating or staged control N.A. 1412.7 Balancing Indicate balancing features on plans N.A. 1412.8 Ventilation Control Indicate demand control ventilation for high- occupancy areas and labs N.A. 1412.9 Loading Dock & Garage Ventilation Indicate enclosed loading dock & parking garage ventilation system activation and control method. Yee 1412.10 Sgl Zone VAV Ctrls Indicate VAV controls for . single -zone systems N.A. 1416.3.2 System Balancing Indicate air and water system balancing requirements Yes 1422 Thermostat interlock Indicate thermostat interlock on plans N.A. 1432.2.1 Temperature Reset Indicate temperature reset method 1413 Air / Water Economizers N.A. 1412.1 Single zone systems Indicate multiple cooling stage control capability. N.A. 1413.1 Air Econo Operation Indicate 100% capability on schedule N.A. 1413.1 Wtr Econo Operation Indicate 100% capacity at 45 degF db & 40 deg F wb N.A. 1413.2 Wtr Econo Document Indicate max. OSA condition for design clg load & equipment performance data. N.A. 1413.3 Integrated operation Indicate capability for partial cooling 1413.4 Humidification Indicate direct evap or fog atomization w/ air economizer N.A. 1413.5 Htg. Sys. Impact Indicate that system does not increase heating energy use during economizer operation 1414 Ducting Systems Yes 1414.1 Duct sealing Indicate duct design pressures and sealing requirements Yee 1414.1.2 Low press. duct test Indicate that low- pressure duct systems to be leak tested N.A. 1414.1.3 HP & ext. duct test Indicate that high - pressure & exterior duct systems to be leak tested Yes 1414.2 Duct insulation Indicate R -value of insulation on duct 1415 Piping Systems N.A. 1415.1 Piping insulation Indicate R -value of insulation on piping N.A. 1415.2 Radiant Systems Indicate R -value of insulation on radiant panels Yes Mechanical Summary Form Completed and attached. Equipment schedule with types, input/output, efficiency, cfm, hp, economizer 2009 Seattle Energy Code Compliance Forms for Nonresidential and Multifamily Residential Mechanical Permit Plans Checklist Continued MECH -CHK 2009 Seattle Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised July 2011 Project Address ALDO 'Date ,5/2/2012 The following information is necessary to check a mechanical permit application for compliance with the mechanical requirements in the 2009 Seattle Energy Code. Applicability (yes, no, na) Code . Section Component Information Required Location on Plans Building Department Notes HVAC REQUIREMENTS (Section 1416), continued 1416 Completion Requirements 1416.3.2 System Balancing Indicate air and water system balancing requirements 1416.3.3 Functional Testing Provide sequence of operations and test procedures. ' 1416.3.4 Documentation Indicate O&M manuals, record drawings, staff training 1416.3.5 Comm. Report Indicate requirements for final commissioning report 1416.4 Compliance Chklist Submit to building official upon substantial completion. SERVICE WATER HEATING AND HEATED POOLS (Sections 1440 -1454) 1440 Service water htg. Yee 1441 Elec. water heater Indicate R -10 insulation under tank Yee 1442 Shut -off controls Indicate automatic shut -off of circulators or heat trace Yes 1443 Pipe Insulation Indicate R -value of insulation on piping . No 1444 Pump Energy Indicate method of pump energy management (Sec 1438) 1445 Heat Recovery Indicate preheat capacity as % of peak service water demand. 1450 Heated Pools . N.A. 1452 Heat Pump COP Indicate minimum COP of 4:0 N.A. 1452 Heater Efficiency Indicate pool heater efficiency N.A. 1453 Pool heater controls Indicate switch and 65 degree control N.A. 1454 Pool covers Indicate vapor retardant cover N.A. 1454 Pools 90+ degrees Indicate R -12 pool cover • N.A. 1455 Heat Recovery Indicate method and capacity of exhaust air temperature reduction COLD STORAGE (Sections 1460 -1465) 1460 Cold Storage N.A. 1463 Evaporators Indicate motor type and speed control N.A. 1464 Condensors Indicate condenser cooling type, design wb temp and control N.A. 1465 Compressors Indicate design minimum condensing temp and control. COMPRESSED AIR AND VACUUM PUMPS (Section 1470) 1470 Compressed Air and Vacuum N.A. 1470.1 Air compressor gnl. Indicate "no loss" water drains N.A. 1470.2 Rotary screw comp Indicate variable speed drive or other acceptable control COMMERCIAL FOOD SERVICE (Sections 1475) 1475 Commercial Food Service N.A. 1475 Food service equip. Indicate that equipment complies with energy and water efficiency criteria in Energy Star If "no" is indicated for any item in Sections 1401 -1424 or 1440 -1465 , provide explanation: 4 Job No. 12 -385 Sheet No. 1 By Richard Dahlmann, P.E. Date 4/12 FILE COPY Permit No. CLIENT: Fitch 16435 North Scottsdale Road, Suite 195 Scottsdale, AZ 85254 PROJECT: Aldo Stockroom Shelves SouthCenter Mall Seattle, WA Aso D. T ti41 • • w.• GENERAL INFORMATION: CARUSO TURLEY SCOTT, INC. consulting structural engineers 1215 W. Rio Salado Tempe, Arizona 85281 480/774 -1700 480/ 774 -1701 (FAX) File: T :IENGIFORMSICALC COVER SHEET.DOC REVIEWED FOR CODE COMPLIANCE APPROVED MAY 1 A 2012 City of Tukwila BUILDING DIVISION CRYRSgaII■ MAY 0 4 2012 PERMIT CENTER 1441 Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 47.46070000000001 Longitude = - 122.25990000000002 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Site Class B - Fa = 1.0 ,Fv = 1.0 Data are based on a 0.05 deg grid spacing Period Sa (sec) (g) 0.2 1.429 (Ss, Site Class B) 1.0 0.489 (S1, Site Class B) Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 47.46070000000001 Longitude = - 122.25990000000002 Spectral Response Accelerations SMs and SM1 SMs =FaxSs and SM1 =FvxS1 Site Class D - Fa = 1.0 ,Fv = 1.511 Period Sa (sec) (g) 0.2 1.429 (SMs, Site Class D) 1.0 0.740 (SM1, Site Class D) Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 47.46070000000001 Longitude = - 122.25990000000002 Design Spectral Response Accelerations SDs and SD1 SDs = 2/3 x SMs and SD1 = 2/3 x SM1 Site Class D - Fa = 1.0 ,Fv = 1.511 Period Sa (sec) (g) 0.2 0.953 (SDs, Site Class D) 1.0 0.493 (SD1, Site Class D) CARUSO TURLEY SCOTT consulting structuial engineers 1215 W. Rio Salado Pkwy Suite 200 Tempe, AZ 85281 T: 480-774-1700 F: 480-774-1701 1+0171. t / 0;35 -r-- 4 i ■■■■n■,� 4IIiI i Ini!II!IIL.!IiIIIIIIiI in J �1 L I ! . Job Name Job No. By i Sheet No. �-? Date 4 %z __I __t_T . 41 r-L a _ _. -71_ -H--1- . L J I ' _, i -t-f- ._1-..4__.1 -- nr■■■■n■ n� ■■■■■■ ■■ ■ I t ': i MIR •NMMIIIIi�rii■nii�i■iii■� ■, /! ■i� •■■ L I ......... rq■i: • ■ ■ii ••••••••••••••••••••••••@ iG .. 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By Vit7 Date Li1/4/2- O3 ■ 18. GA (6 , _ _ • • • • • • 1 • • • • 1 • -- • - -- -- - - - ---- - -- - - - - • - -- -- - - • • - - - - - - . - -:- - - ; ; . .• . . - - , •-,- _ 1 ' _ . : : _ . ... . - -- - - - • - -- CFS Version 6.0.2 Section: Section 1.sct Channel 4.5x0.6x0.3 -22 Gage Page 1 eng10 Caruso Turley Scott, Inc. CFS Version 6.0.2 Section: Section 1.sct Channel 4.5x0.6x0.3-22 Gage eng10 Caruso Turley Scott, Inc. Page 2 Material: A715 Grade 50 No strength increase from cold work of forming. Modulus of Elasticity, E 29500 ksi Yield Strength, Fy 50 ksi Tensile Strength, Fu 60 ksi Warping Constant Override, Cw 0 in ^6 Torsion Constant Override, J 0 in ^4 Stiffened Channel, Thickness 0.03 in Placement of Part from Origin: X to center of gravity 0 in Y to center of gravity 0 in Outside dimensions, Open shape Length Angle Radius Web (in) (deg) 1 0.3300 270.000 2 0.6600 180.000 3 3.2000 90.000 4 0.6600 0.000 5 0.3300 - 90.000 Full Section Properties k Hole Size Distance (in) (in) 0.0000 0.1500 0.0000 0.3000 0.0000 1.6000 0.0000 0.3000 0.0000 0.1500 (in) Coef. 0.30000 None 0.000 0.30000 Single 0.000 0.30000 Cee 0.000 0.30000 Single 0.000 0.30000 None 0.000 Area 0.13558 in ^2 Wt. Ix Sx(t) Sx(b) Iy Sy(1) Sy(r) I1 I2 Ic Io 0.16995 in ^4 rx 0.10622 in ^3 y(t) 0.10622 in ^3 y(b) Height 0.00627 in ^4 ry 0.04099 in ^3 x(1) 0.01236 in ^3 x(r) Width 0.16995 in ^4 rl 0.00627 in ^4 r2 0.17622 in ^4 rc 0.19686 in ^4 ro 0.00046096 k /ft 1.1196 in 1.6000 in 1.6000 in 3.2000 in 0.2150 in 0.1530 in 0.5070 in 0.6600 in 1.1196 in 0.2150 in 1.1401 in 1.2050 in Width 4.5192 in Ixy 0.00000 in ^4 a 0.000 deg Xo - 0.3901 in Yo 0.0000 in jx 1.8958 in jy 0.0000 in Cw 0.011900 in ^6 J 4.0673e -05 in ^4 Fully Braced Strength - 2007 North American Specification - US (ASD) Material Type: A715 Grade 50, Fy =50 ksi Compression Positive Moment Pao 2.6653 k Maxo 3.1803 k -in Ae 0.095950 in ^2 Ixe 0.16995 in ^4 Sxe(t) 0.10622 in ^3 Tension Sxe(b) 0.10622 in ^3 Ta 4.0592 k Shear Vay Vax 0.9472 k 0.0000 k Negative Moment Maxo 3.1803 k -in Ixe 0.16995 in ^4 Sxe(t) 0.10622 in ^3 Sxe(b) 0.10622 in ^3 Positive Moment Mayo 0.3702 k -in Iye 0.00627 in ^4 Sye(1) 0.04099 in ^3 Sye(r) 0.01236 in ^3 Negative Moment Mayo 0.3613 k -in Iye 0.00585 in ^4 Sye(1) 0.03334 in ^3 Sye(r) 0.01207 in ^3 Section contains no web elements for horizontal shear. CFS Version 6.0.2 Section: Section 1.sct Channel 0.75x1.5 -18 Gage eng10 Caruso Turley Scott, Inc. Page 1 • CFS Version 6.0.2 Section: Section 1.sct Channel 0.75x1.5 -18 Gage eng10 Caruso Turley Scott, Inc. Page 2 Material: A715 Grade 50 No strength increase from cold work of forming. Modulus of Elasticity, E 29500 ksi Yield Strength, Fy 50 ksi Tensile Strength, Fu 60 ksi Warping Constant Override, Cw 0 in ^6 Torsion Constant Override, J 0 in ^4 Channel, Thickness 0.0451 in (18 Gage) Placement of Part from Origin: X to center of gravity 0 in Y to center of gravity 0 in Outside dimensions, Open shape Length Angle Radius Web k (in) (deg) (in) Coef. 1 1.5000 180.000 0.093750 Single 0.000 2 0.7500 90.000 0.093750 Cee 0.000 3 1.5000 0.000 0.093750 Single 0.000 Full Section Properties 7 Hole Size Distance (in) (in) 0.0000 0.7500 0.0000 0.3750 0.0000 0.7500 Area 0.16055 in ^2 Wt. Ix Sx(t) Sx (b) Iy Sy(1) Sy(r) I1 I2 Ic Io 0.01729 in ^4 rx 0.046096 in ^3 y(t) 0.046096 in ^3 y(b) Height 0.03652 in ^4 ry 0.057411 in ^3 x(1) 0.042280 in ^3 x(r) Width 0.03652 in ^4 rl 0.01729 in ^4 r2 0.05381 in ^4 rc 0.32821 in ^4 ro 0.00054589 k /ft 0.3281 in 0.3750 in 0.3750 in 0.7500 in 0.4769 in 0.6362 in 0.8638 in 1.5000 in 0.4769 in 0.3281 in 0.5789 in 1.4298 in Width 3.5600 in Ixy 0.00000 in ^4 a - 90.000 deg Xo - 1.3073 in Yo 0.0000 in jx 1.3726 in jy 0.0000 in Cw 0.0033444 in ^6 0.00010886 in ^4 Fully Braced Strength - 2007 North American Specification - US (ASD) Material Type: A715 Grade 50, Fy =50 ksi Compression Pao 2.5715 k Ae 0.092574 in ^2 Tension Ta Shear Vay Vax 4.8070 k 0.3994 k 2.3020 k Positive Moment Maxo 0.7712 k -in Ixe 0.012043 in ^4 Sxe(t) 0.025758 in ^3 Sxe(b) 0.042638 in ^3 Negative Moment Maxo 0.7712 k -in Ixe 0.012043 in ^4 Sxe(t) 0.042638 in ^3 Sxe(b) 0.025758 in ^3 Positive Moment Mayo 0.3030 k -in Iye 0.011269 in ^4 Sye(1) 0.029163 in ^3 Sye(r) 0.010120 in ^3 Negative Moment Mayo 1.2659 k -in Iye 0.036523 in ^4 Sye(1) 0.057411 in ^3 Sye(r) 0.042280 in ^3 SHELF LOADING- SEISMIC LOAD CASES PER RMI 2.1 BASED ON RMI SECTION 2 LOAD CASES INTERIOR CONDITIONS - NO WIND LOAD, ROOF LOAD, SNOW LOAD OR RAIN LOAD 1. DL 2. DL +PL 3. (0.6 - 0.11 Sds)DL + .75 (0.6 - 0.14Sds)PLapp = 0.46 DL+ 0.32 PL - 4. (1 + 0.11Sds)DL + .75 (1 + 0.14Sds)PL + .75 (. 1.14 DL + 0.88 PL + For Toad support beams and their connections only: 5. DL +.88PL +IL - .75 (.67 X EL) 0.50 EL 67 X EL) 0.50 EL Seismic loads: Sds= 1.268 Sd1= 0.689 5p5r- . 53 k •Zb 8 ✓Vk R= 4 (worst case) Cs= Sds /R= Cs min= .044 Sds= Cs= 0.32 Number of Shelves= DL per shelf= PL per shelf= Pallet Loading Criteria: Ip= 1.0 .`�9''J' < .680/' -ak 0.32 0.06 or .5S1 /R= 0.09 6 Shelf depth= 30 Ibs 50 Ibs Total DL= Total PL= A. .67 PL (all shelves) Ws= DL +.67 PL= B. PL (top shelf only) Ws= DL+ PL top shelf only EL Case A= Cs Ip Ws= 121 lbs EL Case B= Cs Ip Ws= 73 lbs 180 Ibs 300 lbs 28 inches 381 Ibs 230 Ibs Seismic Load Distribution Loading Criteria A: .67 PL (all shelves) DL= 30 Ibs per shelf PL= 50 Ibs per shelf EL= 121 Ibs Load Case #1 DL DL per shelf= 30 Ibs PL per shelf= 0 Ibs EL= 0 lbs level wi hi wiXhi % Fi Mi(' Ibs) 1 30 0.25 7.5 1% 0.0 0.0 2 30 2.41 72.3 8% 0.0 0.0 3 30 4.3 129 14% 0.0 0.0 4 30 6.2 186 20% 0.0 0.0 5 30 7.66 229.8 25% 0.0 0.0 6 30 9.5 285 31% 0.0 0.0 180 909.6 100% 0.0 0.0 Mot= 0 'Ibs T= -90 Ibs Load Case #2 DL +PL DL per shelf= 30 Ibs PL per shelf= 50 Ibs EL= 0 Ibs Mr= 210.0 'Ibs level wi hi wiXhi % Fi Mi(' Ibs) 1 80 0.25 20 1% 0.0 0.0 2 80 2.41 192.8 8% 0.0 0.0 3 80 4.3 344 14% 0.0 0.0 4 80 6.2 496 20% 0.0 0.0 5 80 7.66 612.8 25% 0.0 0.0 6 80 9.5 760 31% 0.0 0.0 480 2425.6 100% 0.0 0.0 Mot= 0 'Ibs Mr= 560.0 'Ibs T= -240 Ibs Load Criteria A: Load Case #3 (0.6 - 0.11 Sds)DL + .75 (0.6 - 0.14Sds)PLapp - .75 (.67 X EL) 0.46 DL + 0.32 PL - 0.50 EL DL per shelf= 13.8 Ibs PL per shelf= 15.8 Ibs EL= 60.7 Ibs level wi hi wiXhi % Fi Mi(' Ibs) 1 30 0.25 7.4 1% 0.5 0.1 2 30 2.41 71.5 8% 4.8 11.6 3 30 4.3 127.5 14% 8.6 37.0 4 30 . 6.2 183.9 20% 12.4 76.9 5 30 7.66 227.2 25% 15.3 117.4 6 30 9.5 281.8 31% 19.0 180.7 178 899.2 100% 60.7 423.8 Mot= 424 'Ibs T= 93 Ibs Mr= 207.6 'Ibs Load Case #4 (1 + 0.11Sds)DL + .75 (1 + 0.14Sds)PL + .75 (.67 X EL) 1.14 DL + 0.88 PL + 0.50 EL DL per shelf = 34.2 Ibs PL per shelf = 44.2 Ibs EL= 60.7 Ibs level wi hi wiXhi % Fi Mi(' Ibs) 1 78 0.25 19.6 1% 0.5 0.1 2 78 2.41 188.8 8% 4.8 11.6 3 78 4.3. 336.9 14% 8.6 37.0 4 78 6.2 485.7 20% 12.4 76.9 5 78 7.66 600.1 25% 15.3 117.4 6 78 9.5 744.2 31% 19.0 180.7 470 2375.3 100% 60.7 423.8 Mot= 424 'Ibs T= -53 Ibs Mr= 548.4 'Ibs Seismic Load Distribution Loading Criteria B: PL (top shelf only) DL= 30 Ibs per shelf PL= 50 Ibs on top shelf only EL= 73 Ibs Load Case #1 DL DL per shelf= 30 Ibs PL per shelf= 0 Ibs EL= 0 Ibs level wi hi wiXhi % Fi Mi(' Ibs) 1 30 0.25 7.5 1% 0.0 0.0 2 30 2.41 72.3 8% 0.0 0.0 3 30 4.3 129 14% 0.0 0.0 4 30 6.2 186 20% 0.0 0.0 5 30 7.66 229.8 25% 0.0 0.0 6 30 9.5 285 31% 0.0 0.0 180 909.6 100% 0.0 0.0 Mot= 0 'Ibs T= -90 Ibs Load Case #2 DL +PL DL per shelf= 30 Ibs PL per shelf= 50 Ibs EL= 0 Ibs Mr= 210.0 'Ibs level wi hi wiXhi % Fi Mi(' Ibs) 1 30 0.25 7.5 1% 0.0 0.0 2 30 2.41 72.3 5% 0.0 0.0 3 30 • 4.3 129 9% 0.0 0.0 4 30 6.2 186 13% 0.0 0.0 5 30 7.66 229.8 17% 0.0 0.0 6 80 9.5 760 55% 0.0 0.0 230 1384.6 100% 0.0 0.0 Mot= 0 'Ibs Mr= 268.3 'Ibs T= -115 Ibs Load Criteria B: Load Case #3 (0.6 - 0.11 Sds)DL + .75 (0.6 - 0.14Sds)PLapp - .75 (.67 X EL) 0.46 DL + 0.32 PL - . 0.50 EL DL per shelf= 13.8 Ibs PL per shelf= 15.8 Ibs EL= 36.6 Ibs level wi hi wiXhi % Fi Mi(' Ibs) 1 14 0.25 3.5 1% 0.2 0.1 2 14 2.41 33.3 6% 2.1 5.2 3 14 4.3 59.4 10% 3.8 16.4 4 14 6.2 85.7 15% 5.5 34.2 5 14 7.66 105.8 19% 6.8 52.2 6 30 9.5 281.8 49% 18.1 172.2 99 Mot= 280 'Ibs T= 71 Ibs 569.4 100% 36.6 280.2 Mr= 115.2 'Ibs Load Case #4 (1 + 0.11Sds)DL + .75 (1 + 0.14Sds)PL + .75 (.67 X EL) 1.14 DL + 0.88 PL + 0.50. EL DL per shelf = 34.2 lbs PL per shelf = 44.2 Ibs EL= 36.6 Ibs level wi hi wiXhi % Fi Mi(' lbs) 1 34 0.25 8.5 1% 0.3 0.1 2 34 2.41 82.4 8% 2.9 7.0 3 34 4.3 147.0 14% 5.2 22.3 4 34 6.2 211.9 20% 7.5 46.4 5 34 7.66 261.9 25% 9.3 70.9 6 34 9.5 324.8 31% 11.5 . 109.1 205 1036.5 100% 36.6 255.8 Mot= 256 'Ibs Mr= 239.3 'Ibs T= 7 Ibs T max= 93 Ibs per shelving unit/ 2 columns= 46 lbs per column Vmax= 60.7 Ibs per shelving unit/4 columns= 15 Ibs per column 1.56. 3/5 ,' 14 I i.. -'r'I Awl/4 13 00 - 4 I '1 www.htlti.us Company: Specifier: Address: Phone I Fax: E -Mail: PROFIS Anchor 2.0.6 Caruso Turley Scott, Inc. 1215 W. Rio Salado Parkway, #200 Tempe. AZ 85281 (480) 774 -1700 1 (480) 774 -1701 Page: Project: Sub- Project I Pos. No.: Date: 1 Specifier's comments: 1. Input data Anchor type and diameter: Effective embedment depth. Material: Evaluation Service Report:: Issued I Valid: Proof: Stand -off installation: Profile Base material: Reinforcement: Geometry [in.] Kwik Bolt TZ - CS, 3/8 (2) h„ = 2.000 in Carbon Steel ESR 1917 9/1/2007 1 9/1/2009 design method ACI 318 / AC 193 no profile cracked concrete , 2500, f: = 2500 psi; h = 4.000 in. condition B; no supplemental splitting reinforcement present edge reinforcement: none or < No. 4 bar Loading [Ib, in.-lb] Governing loads N =67 >(--b- M2= 0.000 x Vy =54 .fS — MY = 0.000 V, =0 M, = 0.000 h,_=2.625 x Governing loads (Load case 1) N V Vy M. My M 67 0 54 0.000 0.000 0.000 h = 4.000 Eccentricity (structural section) [in.] e = 0.000; ey = 0.000 Seismic loads (cracked concrete assumed; categories C, D, E, or F): no Input data and results must be checked for agreement with the existing condtions and for plausibility! PRORS Anchor ( c) 2003 -2009 Hilti AG, FL -9494 Schaan Hilti is a registered Trademark of Hitti AG, Schaan www.hilti.us PROFIS Anchor 2.0.6 Company: Caruso Turley Scott, Inc. Page: Specifier: 1215 W. Rio Salado Parkway, #200 Project: Address: Tempe, AZ 85281 Sub - Project 1 Pos. No.: Phone I Fax: (480) 774-17001(480) 774 -1701 Date: E -Mail: 2 2. Load case/Resulting anchor forces Load case (governing): Anchor reactions [Ib] Tension force: ( +Tension, - Compression) Anchor Tension force Shear force Shear force x Shear force y 1 67 54 0 54 max. concrete compressive strain [ %o]: 0.00 max. concrete compressive stress [psi]: 0 resulting tension force in (x /y)= (0.000/0.000) [Ib]: 67 resulting compression force in (x /y) =(0/0) [Ib]: 0 3. Tension load Proof Load N. [Ib] Capacity oNp [Ib] Utilization (N [ %] = N. /4N, Status Steel Strength' Pullout Strength' Concrete Breakout Strength** 67 67 67 most unfavorable anchor **anchor group (anchors in tension) Steel Strength N. [Ib] 4875 1475 1563 4N,; [Ib] N. [Ib] 6500 0.750 4875 67 Pullout Strength Np [Ib] (f:/2500)°5 tbNpnr, [Ib] N. [Ib] 2270 1.000 0.650 1475 67 Concrete Breakout Strength At,, [ins] A [in2] c [in.) c„ [in.] 36.00 36.00 393.701 4.375 1 5 4 ep,.„ [in.] W ea,,, [in.] W« :� NJ el] OK OK OK 0.000 1.000 0.000 1.000 1.000 1.000 17.000 N, [Ib] (1)1‘1,„„ [Ib] N. [Ib] 2404 0.650 1563 67 Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFlS Anchor ( c t 2013 -2009 Hilti AG, FL -9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan www.hilti.us PROFIS Anchor 2.0.6 Company: Caruso Turley Scott, Inc. Page: Specifier: 1215 W. Rio Salado Parkway, #200 Project: Address: Tempe, AZ 85281 Sub- Project 1 Pos. No.: Phone I Fax: (480) 774 -1700 1 (480) 774 -1701 Date: E -Mail: 3 4. Shear Toad Proof Load V,,, [Ib] Capacity (1)V, [Ib] Utilization 0„ ( %] = V„ /(1)V, Status Steel Strength' 54 2337 2 OK Steel failure (with lever arm)' N/A N/A N/A N/A Pryout Strength" 54 1683 3 OK Concrete edge failure in direction** N/A N/A N/A N/A ' most unfavorable anchor **anchor group (relevant anchors) Steel Strength V„ [lb] 0Ve, [Ib] V„ [Ib] 3595 0.650 2337 54 Pry out Strength ANe ANOU [1n2] c k.. 36.00 36.00 1.000 e„, [in.] e«„ [in.] ea.N k 0.000 1.000 0.000 1.000 1.000 1.000 17.000 Nb [lb] 4 V [Ib] V„ [Ib] 2404 0.700 1683 54 5. Combined tension and shear Toads PN = N /4N (3, = V„ /4V, Utilization l3 [ %] Status ((J� 0.045 0.032 5/3 1 OK iNV - /'N + VV <- 1 6. Allowable Stress Design (Refer to ICC -ES Evaluation Service Report) single anchor relevant (tension); relevant to a single anchor (shear) Tension [Ib] Shear [Ib] including excluding including excluding Reference for load seismic . seismic seismic seismic AC1318 Section D.4.4 - 1054 1202 AC1318 Section D.4.5 952 - 1086 Rsb..uo = Ra / a T/T,,,,, „ + VN.b.se <= 1.2 7. Proof of the transmission of the anchor Toads to the supports Transmission of the anchor loads into the concrete Checking the transfer of loads into the base is required in accordance with AC1318! Shear resistance of base material Shear resistance of the base material must be checked according to relevant approval or standard! Input data and results must be checked for agreement with the existing conditions and for plausibility) PROFIS Anchor ( c ) 20032009 Hilti AG, FL -9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan www.hilti.us PROFIS Anchor 2.0.6 Company: Caruso Turley Scott, Inc. Page: Specifier: 1215 W. Rio Salado Parkway, #200 Project: Address: Tempe, AZ 85281 Sub - Project I Pos. No.: Phone I Fax: (480) 774 -1700 I (480) 774 -1701 Date: E -Mail: 4 8. Warnings Condition A applies where the potential concrete failure surfaces are crossed by supplementary reinforcement proportioned to tie the potential concrete failure prism into the structural member. Condition B applies where such supplementary reinforcement is not provided, or where pullout or pryout strength governs. IBC 2006, Section 1908.1.16, requires that the governing design strength of an anchor or group of anchors be limited by ductile steel failure, if this is NOT the case, ACI 318 -D Section D.3.3.5 requires that the attachment that the anchor is connecting to the structure shall be designed so that the attachment will undergo ductile yielding at a load level corresponding to anchor forces no greater than the design strength of anchors specified in ACI 318-D section D.3.3.3, or the minimum design strength of the anchors shall be at least 2.5 times the factored forces transmitted by the attachment. Refer to the manufacturer's product literature for cleaning and installation instructions. Fastening meets the design criteria! Input data and results must be checked for agreement with the existing conditions and for plausibility) PROFIS Anchor ( c) 2003.2009 Hilt' AG, FL -9494 Schaan Hilti is a registered Trademark of HMI AG, Schwan www.hilti.us PROFIS Anchor 2.0.6 Company: Caruso Turley Scott, Inc. Page: Specifier: 1215 W. Rio Salado Parkway, #200 Project: Address: Tempe, AZ 85281 Sub - Project I Pos. No.: Phone I Fax: (480) 774 -1700 I (480) 774 -1701 Date: E -Mail: 5 9. Installation data Anchor plate, steel: - Proftle: no profile Hole diameter in the fixture: d, = 0.438 in. Plate thickness (input): 0.000 in. Recommended plate thickness: not calculated Coordinates Anchor [in.] Anchor x y c_, c„ c c,, 1 0.000 0.000 Anchor type and diameter: Kwik Bolt TZ - CS, 3/8 (2) Installation torque: 300.000 in. -lb Hole diameter in the base material: 0.375 in. Hole depth in the base material: 2.625 in. Minimum thickness of the base material: 4.000 in. Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c) 2003 -2009 Hilti AG, FL -9494 Schaan Hilti Is a registered Trademark of Hitti AG, Schaan • • a a 3 43° .‘; e ", •, \ \ 3 • .. " SK - 3 ado stationary shelf plate Ioads.r3d Company Designer Job Number 4:39 PM Checked By: Cold Formed Steel Properties Label A570 33 E [ksi] 29500 G [ksi] 11346 Nu .3 Therm ( \1 E5 F) Density[k/ft ^3] Yield[ksi] .65 .49 33 Fu[ksi] 52 A607 C1 55 29500 11346 .3 .65 .49 50 70 Cold Formed Steel Section Sets Label Sh 1 column column CFA Column Cu A607_C1_55 Typical .161 .037 .017 1e -6 2 beam, - "'beam - :.Beam . CS A607_C1_55 . .Typical .136 .006 .17 - 4.1e -5' 3 brace brace VBrace None A607_C1_55 Typical .051 2e -5 .002 .000258 Joint Coordinates and Temperatures 1 Label X [ft] N1 0 Y [ft] 0 Z [ft] 0 Temp [F] Detach From Diap... 0 3 N3 0 2.33 0 0 4.16 . 0 5 N5 0 6 0 0 N6 7.82 0 7 N7 0 9.67 0 0 8 N8 3 0 9 N9 3 .5 0 0 10 N10 '. 2 :33 0 11 `12" N11 3 4.16 0 0 N12 13 N13 3 7.82 0 0 14 N14 9.67 15 N15 0 0 -2.33 0 16 N16 -2.33 . 17 N17 0 2.33 -2.33 0 18 N18 0 4.16 -2.33 . 0 19 N19 0 5.16 -2.33 0 20` N20 - -2:33 21 N21 0 7.82 -2.33 0 22- N22 9.67 -2.33 23 N23 3 0 -2.33 0 24 N24 -2.33 0 25 26:` N25 3 2.33 -2.33 0 N26 4 :16 -2.33 27 N27 3 5.16 -2.33 0 28: N28 0 29 N29 3 7.82 -2.33 0 30, N30 9 :67 2:33:. Joint Boundary Conditions Joint - -11/I [!UI L RUl �R- 1 N1 Reaction Reaction Reaction u Vv 7 Reaction ::.' :Reaction -. Reaction 3 N23 Reaction Reaction Reaction ..N1•5' Reaction -. • '• - Reaction` - • Reaction• RISA -3D Version 9.1.1 [T: \rad \aldo brea \aldo stationary shelf plate loads z axis and gravity.r3d] Page 1 Cofipany Designer Job Number 4:39 PM Checked By: ZI Member Primary Data Label 1 M1 N1 N2 180 column Column N24 CU A607 :Cl_.. Typical 2 '.M2 N2 N3 ' 180 column Column * CU A607_C1_.. Typical '. Typical 3 M3 N3 N4 P3 180 column Column N18 CU A607_C1_.. . 4 . .'Mk `. . - ; N4 ` N5 ' 180 column.; Column - : CU A607 Typical -. Typical 5 M5 N5 N6 180 column Column 12 CU _Cl_.. A607_C1 .. 6 _ ° .M6-?" N6 .: ' • N7' gen Steel 180: , • column. :. Column .. -.CU Aso7_C1_ . Typical ;: Typical 7 M7 N8 N9 �.N14 ._ 180 column Column CU A607 C1_.. 8 ` M8' -N9, . N10 180 column: ° Column .CU A607_C1_.. Typical Typical 9 M9 N10 N11 180 column Column CU A607_C1_.. . ,101.- M10 -. N11* N12 .. 180:: ' column • Column CU A607 Typical, Typical 11 M11 N12 N13 180 column Column CU _C-1._.. A607_C1_.. 12 M12. N1.4. . 1.80' column : Column CU A607_C1 ^. - Typical ° =. Typical 13 M13 N15 N16 column Column CU A607_C1 .. 14- .. M14 . N.16'_' - `- N17 " column .. Column CU A607_C1_.. Typical Typical 15 M15 N17 N18 column Column CU A607_C1_.. 16. .M16 : • N 18 : , ' " N.19 ' :..: :. _ . column - ; . Column :". CU A607_C1_ . . Typical:_, Typical 17 M17 N19 N20 column Column CU A607 _Cl_.. 18 -M18 -. - , N20 • . N21 column- Column CU A607 C1_... Typical . Typical 19 M19 N21 N22 column Column CU A607_C1_.. 20 ;M20' . N23 . , N24 - column : Column CU A607_C1_.. Typical Typical 21 M21 N24 N25 column Column CU A607_C1_.. 22 . M22 N25 _,.'N26 - columrtn ' Column CU A607_C1_. Typical Typical 23 M23 N26 N27 column Column CU A607_C1 —.. 24 M24 ," N27, N28 � :: ` :column '':. .. Column. CU. " A607_Cr_:. Typical Typical 25 M25 N28 N29 column Column CU A607 C1_. 26 M26 N29`. ' - N. column Colurrin CU A607_C1_.• Typical Typical 27 M27 N2 N16 beam Beam CS A607_C1_.. 2g :, M28. • N4` , - N18.:...: ::-beam, Beam. .. CS A607_C1_.. . Typical:. Typical 29 M29 N5 N20 beam Beam CS A607_C1_.. -30 `` M30 • N7.:•- .. N22::::. . " , beam . Beam CS A607C1_ . Typical Typical 31 M31 N9 N24 180 beam Beam CS A607_C1 .. 32 -- M32 ' N11 N26 ' 180 beam Beam CS A607_C1_.. Typical Typical 33 M33 N12 N28 180 beam Beam CS A607_C1_.. 34 M34 N14 . •N30 180 ..beam Beam CS A607C1_. Typical Typical 35 M35 N16 N26 brace VBrace None A607_C1_.. 36 :- -M36 . - - N24 . ..... N 18 ,_ ... _. _ brace VBrace None A607_C1_.. Typical Typical 37 M37 N19 N30 brace VBrace None A607_C1_.. 38 .M38 N27 `,N22 brace VBrace None A607_C1_.. Typical Plate Primary Data A Joint C Joint Material 1 Al P1 N2 N16 N24 N9 gen Steel 04 ..,. ,... :,7.,:,2.,;,,,..., 2 ' �:;3. • .N3 N.17 * , N25 .- .. N.10 i::..; gen Steel .:. . 4 :. • . ". 3 P3 A3 x None N4 N18 N26 N11 qen Steel .04 . P4' ?,''.1;',43.1.: - : N5 N20'' u... .:It ` N 1 2 . gen Steel_ . >,. ... 5 P5 12 N6 N21 N29 N13 gen Steel .04 ,,6' :.: P6- : 'N7 ., N22• • :.• .: N30.. �.N14 ._ . gen' Steel : ' .04 _ Basic Load Cases BLC Description X Gravity Y Gravity Z Gravity Point 1 Al None -_.... ..,. ,... :,7.,:,2.,;,,,..., >=5.a'F .A2.. -:'None, �:;3. ',;z., * � , =, , ` P 3 A3 x None 12 ?,''.1;',43.1.: '�..,_ A4 z : ._ F : None . .. ._-..;- u... .:It ` .i." .'a;5. ;�. . >,. ... , f �: 12 RISA -3D Version 9.1.1 [T : \rad \aldo brea \aldo stationary shelf plate loads z axis and gravity.r3d] Page 2 Company Designer • Job Number zz 4:39 PM Checked By: Basic Load Cases (Continued) BLC Description Point 5 A3 z None ..._ .. 004 '....., 2 -P2 - -Y -.004 ` 3 P3 12 6 A4 z None Y` -.004. 5 P5 Y -.004 6 12 7 B1 None 6 8 B2 None 6 9 B3x None 12 10 B4x None . ; _ - 12 11 B3z None 12 12 B4z None 12. Plate Surface Loads (BLC 1 : Al) 1 P1 Y ..._ .. 004 '....., 2 -P2 - -Y -.004 ` 3 P3 Y -.004 4 P4 _ Y` -.004. 5 P5 Y -.004 6 P6 ... ,... Y. .. -.004 Plate Surface Loads (BLC 2 : A2) 1 P1 Y_._.. ..._,....- .01.1.......,.,. 2 -P2 - -Y -.011 3 P3 Y -.011 4: P4 y • -.011. 5 P5 Y -.011 6 P6 :. Y,. -.011 Plate Surface Loads (BLC 3 : A3 x) Plate Label Direction Maanitude(ksf de 1 P1 Y -.004 ql 2 P2 -.004 3 P3 Y -.004 4 P4 -.004 5 P5 Y -.004 6 P6 7 P1 X 1 e -5 P2 :0006 9 P3 X .001 10 P4 .002 11 P5 X .002 2- P6 .003 Plate Surface Loads (BLC 4 : A4 x) Plate Label Direction 1 P1 02 :':. Y Mac nitudefksf de -.011 41 -.011' 3 P3 Y -.011 P4::` - .0:11- 5 P5 Y -.011 P6: -.011- 7 P1 X 7e -5 .0007.; 9 P3 X .001 .002 11 P5 X .002 RISA -3D Version 9.1.1 [f: \rad \aldo brea \aldo stationary shelf plate loads z axis and gravity.r3d] Page 3 Company Designer Job Number 4:39 PM Checked By: 'L% Plate Surface Loads (BLC 4 : A4 x) (Continued) 12 1 Plate Label Direction P6 X Maanitudefksf.deal .003 Plate Surface Loads (BLC 5 : A3 z) Plate Label 1 P1 Direction Maanitudelksf,de Y -.004 al -.004 3 P3 Y -.004 P4 . Y .004 5 P5 Y -.004 -.004 7 P1 Z 1 e -5 .0006 9 P3 Z .001 10` .002 11 P5 Z .002 12 P6 Plate Surface Loads (BLC 6 : A4 z) .003- 1 P1 Y -.011 2 P2 Y -.011' 3 P3 Y -.011 4 • P.4 .. ; Y - .011:. ... 5 P5 Y -.011 6 P6 .Y -.011 7 P1 Z 1 e -5 8 ' P2. Z. .0006 - 9 P3 Z .001 10 P4 ' Z' :002 11 P5 Z .002 12 P6 ` z . .003 Plate Surface Loads (BLC 7 : 131) 1 P1 Y -.004 2 P2 Y -.004 3 P3 Y -.004 4 P4 Y . -.004 5 P5 Y -.004 6 ' - P6:' _ Y' -.004 Plate Surface Loads (BLC 8 : B2) • 1 P1 .- ............ Y ,r,uYi,iuua:l,wi,uc41 -.004 •2.. , . .. - 44i; ",6 �. , �:;_ , Y .... - .004 _.,. 3 P3 Y -.004 - .004_ 5 P5 Y -.004 :P6: > -: Y. -011 Plate Surface Loads (BLC 9 : B3x) • • 1 P1 ............., Y IrIPYIIILUU CInal.uc41 -.002 •2.. , . .. - 44i; ",6 �. , �:;_ , Y .... '''..'.:7:062,... __. 3 P3 Y _ -.002 RISA -3D Version 9.1.1 [T : \rad \aldo brea \aldo stationary shelf plate loads z axis and gravity.r3d] Page 4 Company Designer Job Number 4:39 PM Checked By: Plate Surface Loads (BLC 9 : B3x) (Continued) Plate Label 4 P4 Direction Magnitudefksf de Y 5 P5 Y P6 Y 7 P1 X -.002 -.002 -.004 P2 9 P3 X :10 P4 11 P5 X 3e -5 gl .0003 .00054 .0008,. >,' 12 P6 Plate Surface Loads (BLC 10 : B4x) .001 :003'• Plate Label 1 P1 Direction Y Maonitudefksf.deol P2 3 P3 Y P4 5 Y P6 7 P1 X -.005 -.005 <: -.005 -.005 P2 X 9 P3 X 10 P4: X .011:'. • 4e -5 .0004 .00074 11 P5 X 12 Plate Surface Loads (BLC 11 : B3z) .001 .001 .002 1 - -- P1 .... „,... Y 'via gIIItuuelIs. I.UCUI -.002 ' P2 Y = 3 P3 Y .002... -.002 4 P4.. Y -.002.. 5 P5 Y -.002 6 P6 • . ' Y =.004 ' 7 P1 Z 3e -5 8 ` P2 Z . 9 P3 Z .0003 10 P4 Z .00054 11 P5 Z .0008 12 • P6 Z .001 .003 Plate Surface Loads (BLC 12 : B4z) Plate Label Direction 1 P1 Y Magnitudefksf de :I P2 3 P3 Y P4 5 P5 Y P6 - 7 P1 Z -.005 of -.005_ -.005 - .005 -.005 9 P3 `P4 Z 4e -5 :0004- .00074 11 P5 Z :001 .001 RISA -3D Version 9.1.1 [T: \rad \aldo brea \aldo stationary shelf plate Toads z axis and gravity.r3d] Page 5 72 2 -z Is iv .0 v j,/ *,/ t 1 i SK - 1 aldo stationary shelf plate loads.r3d Company Designer Job Number 4:39 PM Checked By: Load Combinations 1 Description Solve PD SR... BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor Y Al Yes 1 1 A2. Yes Y 2 3 A3X Y 3 1 4 5 A3Z Yes Y 1 A4Z Yes 7 B1 Yes Y 7 1 8 Yes 9 B3X Y 9 1 B4X .. 10 11 B3Z Yes Y 11 1 12 .B4Z Yes 12 Envelope Joint Reactions LC LC LC MY k ft 1 Ni max 0 11 .163 6 0 2 0 1 0 1 0 1 I Iwlauull ... 0 Ll� 2 min 0: 8 .045 1 -.01 5 0.. 11 0 6 3 N8 max 0 1 .163 6 0 1 0 1 0 1 0 1 4 0 min'_::: 0 11' .045 1 -.01 5 0 1 11 4- 5 N23 max 0 1 .12 2 0 1 0 1 0 1 0 1 6 _ .._: min 0 11 . -.036 11 -.01 6 0 1 0. 1 0. ' 1 , 7 N15 max 0 11 .12 2 0 2 0 1 0 1 0 1 8 0 . min 0 1, -.036 11 -.01 11 7 N4 1 ;.0 0 9 Totals: max 0 11 .48 2 0 2 0 11 0 11 8 10 min' „0 8 .101 11 -.041 6 0 2 0 1 0 2 Envelope Joint Displacements LC X Rotation 1 - -...- N1 max .. i.... 0 __ 8 ..• 0 � 1 ..- „„� 0 5 ... 4.56e -4 w 6 I Iwlauull ... 0 Ll� 2 L 1'CULduun t... 0 Llr 11 2 min 0.. 11 0 6 0 2 0. 2 0- 11 3 N2 max 0 2 0 1 .002 6 2.873e -4 6 0 2 0 11 4- min 0 11 0 6 0 8 0 1 0 11. 0 2` 5 N3 max 0 6 0 1 .041 6 2.47e -3 6 0 1 0 2 6.. min' 0 11 . 0 6 0 2 0 -2 0 11 0 11 7 N4 max 0 11 0 1 .08 6 3.075e -4 11 0 11 0 11 8 min 0 1 -.001 6 0 2 0 1 0 2 0. 2 ., 9 N5 max 0 5 0 1 .091 6 2.551e-4 11 0 2 0 11 -10 rain �.0 1 =.002 6 0 2 0 1 0 11 0, 2 11 N6 max 0 11 0 1 .109 11 1.412e -3 11 0 2 0 2 12 _. min 0 1 ..;. -.002 6 0 2 .. 0 - . "2- - 0 11 -0: .> ..11` 13 N7 max 0 11 0 1 .13 11 1.587e -4 11 0 2 0 6 14 rain` B.- :.• .. -.002 15 N8 max 0 11 0 1 0 5 4.56e -4 6 0 11 0 1 1'5 min 17 N9 max 0 11 0 1 .002 6 2.873e -4 6 0 11 0 2 18 min 0 1. 0 6 0 2 19 N10 max 0 11 0 1 .041 6 2.47e -3 6 0 11 0 11 20 min 0 . . 6 . 0 6 0 2 ..::. 0 2 0. :. 2 A: :.... :2'' 21 N11 max 0 2 0 1 .08 6 3.075e -4 11 0 _ 1 0 2 � � .... . min : 0: 11 .: . -.001 6 0 2 0 . 2 0.. 11 0_ 23 N12 max 0 2 0 1 .091 6 2.551e-4 11 0 ... 11 0 2 min =. 0: -.002 6. 0 ._. :2: 0: 2 0 5_ 0: :,....;..11 ' 25 N13 max 0 2 0 1 .109 11 1.412e -3 11 0 2 0 11 26d ., ...' . -: .min. . ::0 :111 _ : -.002: _:: 6" 0: 2,.'': 0. .._ , 1.. 0 _ 6 : 0 -;..,2''''... 3D Version 9.1.1 [T: \rad \aldo brea \aldo stationary shelf plate Toads z axis and gravity.r3d] Page 6 Company Designer • Job Number 4:39 PM Checked By: Envelope Joint Displacements (Continued) Joint X in 27 N14 max 1 0 2 0 1 .13 11 1.587e -4 11 0 2 0 1 11 28 0 min 1 0 11 -.002 6 0 .045 2 0 2 .':0 6 0 1 6 29 N15 max 0 :. 0 1 0 11 0 6 4.56e -4 6 0 2 0 1 11 30 min 0 11 .. 0 2 0 0 2 0 2 0. 11 0 min 8 31 N16 max 0 2 0 11 .002 6 2.874e -4 6 0 2 0 5 11 32c 3 min .163 0. 11 : 0. 2 .01 6 0 1 .003 6 0 33 N17 max 0 6 0 11 .041 6 2.47e -3 6 0 1 0 8 34 : . min . 0 11 0 2 0 4 2 0 2 0 =: 11 0 .01 -11.. 35 N18 max 0 11 0 11 .08 1 6 3.075e -4 11 0 11 0 1 11 36 . min 0 1 0 2 0 2 .:. :, 0 1. ...:0 2_; 37 N19 max 0 0 11 0 11 .086 6 7.058e -4 11 0 11 0 11 38 - min - 0 1 -.001 2 0' 2 0 1. 0. 1 39 N20 max 11, 0 5 0 11 .091 .124 6 2.551e-4 11 0 2 0 6 11 40 min 0 0.... 1 : -:001: 2 0 . 2 0.. 1 0 -11: !:•0 1. . ` 41 N21 max :. _.`..0 0 11 0 11 .109 0 . 11 1.412e -3 11 0 2 0 max 1 42 0 min; .::. 0 1..: . -.001 2 0 2 0 2: 0:: 11 0 1.4 .11 43 N22 max :038 0 11 0 11 .13 11 1.587e -4 11 0 2 0 6 6 44 :111.?. .._ ,.v min:..., _ .. 0 1. _.002 2 0 0 2 0. 1:; 0.. 6 0; 0 11' 45 N23 max 0 0 11 0 11 0 6 4.56e -4 6 0 11 0 •0' .. 1 46 min; 0 1 0. 2 0 r11 "' .1 0 4 max .124 ' 1.1 47 N24 max 0 11 0 11 .002 0 6 2.874e -4 6 0 11 0 N >k 2 48' : .038'- min ., 0 1 0 2 0 2 0 2: 0 1. 0 . 11. 49 N25 max 5 0 11 0 11 .041 6 2.47e -3 6 0 11 0 1 11 50 ": min : 1 0 6 0 2 0 ... 2 0 • 2 0 2. 0:: : 2 51 N26 max 0 2 0 11 .08 6 3.075e -4 11 0 1 0 1 ..52 min ':... 0 . 11 0 ... 2 0 :.. '.2 : 0 . _ . 2 0 11 .- 0' 1;1 53 N27 max 0 2 0 11 .086 6 7.058e -4 11 0 2 0 2 54. •.. min ': 0 11 . -.001 2 0 2 0 : 2 0.: 1 1 0 11 55 N28 max 0 2 0 11 .091 6 2.551e-4 11 0 11 0 1 56 min 0 5 -.001 2 0 2 0 2 0` 5 <• 0: 11. 57 N29 max 0 2 0 11 .109 11 1.412e -3 11 0 2 0 11 58 min :::.. 0 11• -.001 2. 0 . 2 0 1 '`0" 6. 0. ' 1 :. 59 N30 max 0 2 0 11 .13 11 1.587e -4 11 0 2 0 11 60 min 0 11 -.002 . 2 0 2 0 2 0' 6` 0. 6 Envelope Member Section Forces Member 1 M1 1 max .163 6 0 1 .01 6 0 1 0 1 0 1 2.:. min` .045 1 0 1 0 1 0 1` 0 :. :_.1 0 1 3 2 max .163 6 0 1 .01 6 0 1 .001 6 0 1 min .045 1. 0 1 0= . 1 0 1' ;0 1. _ 0 :; 111 5 3 max .163 6 0 1 .01 6 0 1 .003 6 0 1 min .045 1 : :0 '. 11 7 4 max .163 6 0 1 .01 6 0 1 .004 6 0 1 =8' min .' .045 1 0 1 . 0 1 9 5 max .163 6 0 1 .01 6 0 1 .005 6 0 1 10 - - min' .045 1 0 1 0 1. 0. 1 A, _ 1 ` -0 : 11, 11 M2 1 max .124 6 0 1 .01 6 0 1 0 1 0 .; 1 '-12..` . Tmin. :038. 0..:... 1. . ` 0: .: 1 :. _.`..0 _ . :_ 1 ° -.019: ;6 . 0 . :11: 13 2 max .124 6 0 1 .01 6 0 1 0 1 0 1 1.4 . :;.: : . mih. :038 1`; ... 0 • 1 .0. ..''014.:: 6 , =:_0. • :111.?. 15 3 max .124 6 0 1 .01 6 0 1 0 1 0 1 16 . , 'min:.`. , :038:. 1. 0 1 •0' .. 1 0. 1 _. - .009_: 6 0 r11 "' 17 4 max .124 6 0 1 .01 6 0 1 0 1 0 1 18 ‘2,-":::`,* • N >k Q , " : min- : .038'- 1.:. 0.._: , : 1 0 :. 1 0° '•1= .: :- .004 _` '6 ° 0 ._ . 19 5 max .124 6 0 1 .01 6 0 1 0 6 0 1 RISA -3D Version 9.1.1 [T: \rad \aldo brea \aldo stationary shelf plate loads z axis and gravity.r3d] Page 7 Company Designer • Job Number 4:39 PM Checked By: Envelope Member Section Forces (Continued) Mem 20 min .038 1 _.._,..., . 0 �°. 1 ._ .,:•......,.., 0 ._.. 1 ,..: v....,:. ,., 0. w 1 r -r ,rivn icu.. 0 w 1 &L rvwnicn.. 0 LV 1 21 M3 1 max .104 6 0 1 .009 6 0 1 0 6 0 1 22 min .03 1 0 1 0 1: 0 1` 0.: 1. 0 1. 23 2 max .104 6 0 1 .009 6 0 1 .005 6 0 11 24 min .03 ; : 1: 0 1 0 1 0 .1, . 25 3 max .104 6 0 1 .009 6 0 1 .009 6 0 11 26 = ` min .03 1 0 1 0. 1= 0, 27 4 max .104 6 0 1 .009 6 0 1 .013 6 0 11 28 min .03 : 1 0 1 0 . 1`,. : :0 I., 0 :. 29 5 max .104 6 0 1 .009 6 0 1 .017 6 0 11 30 min :03 1 0 31 M4 1 max .065 6 0 1 .008 11 0 1 0 1 0 11 32 � � � _ •:. min .023 1 0 1 0 , -1::; :.: . 0' �::1 - -:007 � :.:1;1.: 0 1 33 2 max .065 6 0 1 .008 11 0 1 0 1 0 11 34 min .023 1 0 1 0 1 0' 1: ;;:.. -.003 11 : 35 3 max .065 6 0 1 .008 11 0 1 0 6 0 1 36 -_. ... min .023 1 0'- 1 • 0 1: 0 j_ :0 ... :.::1. -0 1. 37 4 max .065 6 0 1 .008 11 0 1 .004 6 0 1 -38. min .023. 1 0 1` 39 5 max .065 6 0 1 .008 11 0 1 .007 11 0 1 40 . min .023 1 0 1 0.• 1 0 :.1'' 0 0 `: 11 41 M5 1 max .04 2 0 1 .006 11 0 1 0 1 0 1 42 - min .013 5 0 1 0 ' 1 0 ` 1. -:011 11 0. 1.1 43 2 max .04 2 0 1 .006 11 0 1 0 1 0 1 44 min .013 5 0 1 0 1 0 1 =.008 •-• :.11,: - : 45 3 max .04 2 0 1 .006 11 0 1 0 1 0 1 46 _ : :�' •. .. , min .013. 5 0 1 0 1'. 0 .1: �: -.005: 11 47 4 max .04 2 0 1 .006 11 0 1 0 5 0 1 48 =.: `. min .013 . 5 0 1 0;. 1. 0 1 =. ..;. - :002.' ..11 49 5 max .04 2 0 1 .006 11 0 1 .002 6 0 1 50 min ..013 5 0 1 0 51 M6 1 max .025 12 0 1 .005 11 0 1 .002 6 0 1 52 min .005. 5 0 .1 0 1 0 1 0 1 0 1 53 2 max .025 12 0 1 .005 11 0 1 .003 11 0 1 54 min .005 5 0- 1 0 1 0 1. 0 1 0 1 55 3 max .025 12 0 1 .005 11 0 1 .005 11 0 1 56 min .005 5 0 1 0 1 .. 0' 1 .0 ^ 1 . . -�.... 0 _- _. •1 • 57 4 max .025 12 0 1 .005 11 0 1 .007 11 0 1 58 min .005. - 5 0 1 0 59 5 max .025 12 0- 1 .005 11 0 1 .009 11 0 1 60 min .005 5 0 1 0 1 0 1' ..> . 0 . 1. 0 _• 1:; 61 M7 1 max .163 6 0 1 .01 6 0 1 0 1 0 1 -62 -. min • :045 - 1 0 1 0 . _ 1 0. 1 0 1 `.0 1`. 63 2 max .163 6 0 1 .01 6 0 1 .001 6 0 11 64 ,, ;:., min • .045 1 0 1 0 1 0 1; 0` 65 3 max .163 6 0 1 .01 6 0 1 .003 6 0 11 66 min ; .045 . -. 1 0 1 1 1 0. ,. < : :1 :• 0 1 67 4 max .163 6 0 1 .01 6 0 1 .004 6 0 .:, 11 68 .:. , .min ..0.45,... • 1 0 1 0 1 ` 0' : -,1�.- . -0� .... , ,1�. �: . 69 5 max .163 6 0 1 .01 6 0 1 .005 6 0 11 ,70 min 045:. _ 1 0 1 0 1.. 0 ` :..1`` ::. 1_ .. 71 M8 1 max .124 6 0 1 .01 6 0 1 0 1 0 11 :72 Y; s : `. min .038 1 0 1 0. 1, 0. 1_. : := .019!. 6 0 t1 73 2 max .124 6 0 1 .01 6 0 1 0 1 0 11 min: x.038:. :014:N r' 04 75 3 max .124 6 0 1 01 6 0 1 0 1 0 11 : . x min -. - .038' -- .1: - . 0 1 : . 0`:` . 1;.; . '0 ..,1': :009 6 4 =.0 RISA -3D Version 9.1.1 [T: \rad \aldo brea \aldo stationary shelf plate Toads z axis and gravity.r3d] Page 8 Company Designer • Job Number 4:39 PM Checked By: 2i� Envelope Member Section Forces (Continued) Member Sec Axialfkl LC y Shearfkt LC z Shearfkl 77 4 max .124 6 0 1 .01 6. 0 1 0 1 0 1 78 min .038 1 0 1 0 1 0 1. -.004 6. 0 1 79 5 max .124 6 0 1 .01 6 0 1 0 6 0 1 80 :" min .038 1 0 .1 81 M9 1 max .104 6 0 1 .009 6 0 1 0 6 0 1 82 ::. '. " - . min . . .03 1 0 1`. ,.;0 1 83 2 max .104 6 0 1 .009 6 0 1 .005 6 0 1 84 min .03 1 0 1 0 " . 1 0 1. p. :.. 1' :0.:.. :1.1 85 3 max .104 6 0 1 .009 6 0 1 .009 6 - 0 1 86 • min : .03 1 .- . 0' ,; 9" . 0.. " •, 1:' ` 0 1: - 0.,." :.1 0 ` 11. 87 4 max .104 6 0 1 .009 6 0 1 .013 6 0 1 88 _ min .03 1 0 1` 0 1:; 0 1. `- :0 • • . 89 5 max .104 6 0 1 .009 6 0 1 .017 6 0 1 90 min 91 M10 1 max .065 6 0 1 .008 11 0 1 0 1 0 1 92 min " .023 1 0 1 0 : 1. 0 1._, .: -.007, :. 11 : +:_0 :11. 93 2 max .065 6 0 1 .008 11 0 1 0 1 0 1 ':94 min .023 1. 0 1. ". :. 0 -.:' ;1. : " : 0�, .. 1- = :003.., .,11 ; 0 95 3 max .065 6 0 1 .008 11 0 1 0 6 0 1 96 min .023 ' 1 0 1 " 0 1..: 97 4 max .065 6 0 1 .008 11 0 1 .004 6 0 1 98 min .023 1 .0 1 99 5 max .065 6 0 1 .008 11 0 1 .007 11 0 11 :100 .. min .023 1 0 1 : 0 .. �.. :.:: ` 0 1' : 0 :. 1 ' : .. " 0 ,1 101 M11 1 max .04 2 0 1 .006 11 0 1 0 1 0 11 102" . ... ".. min .013 5 0 1 . 0 " :: ,1.: 0` 1= .:::_.011, 11 0 1 f 103 2 max .04 2 0 1 .006 11 0 1 0 1 0 1 104 min .013 5 0 1 0 1' : 0 1. -.008 ' 11 105 3 max .04 2 0 1 .006 11 0 1 0 1 0 1 106 min .013 5 0 . - 1 0 1. 0 _. 1_ -.005 11 0 1. 107 4 max .04 2 0 1 .006 11 0 1 0 5 0 1 108 :.: min .013 5 0 -:1 0 �• 0 1 "" - =.002: 11 109 5 max .04 2 0 1 .006 11 0 1 .002 6 0 1 110 min .013 5 0 1 0 1 0, . 1. :. .0 1 . - 0.: " 1 111 M12 1 max .025 12 0 1 .005 11 0 1 .002 6 0 1 112 min .005 5 0 1 0 1 0 1 .: ,< 0... 1. ::'0- 113 2 max .025 12 0 1 .005 11 0 1 .003 11 0 1 114 min .005 5 0 1 0 1.. 115 3 max .025 12 0 1 .005 11 0. 1 .005 11 0 1 116 min .005 5 0 117 4 max .025 12 0 1 .005 11 0 1 .007 11 0 1 118 _ , min .005 5 0 1 0 '.1, 119 5 max .025 12 0 1 .005 11 0 1 .009 11 0 1 120 min .005 5 0 1 0 .. 1. 0- 1 +0 1 0 121 M13 1 max .12 2 0 1 0 1 0 1 0 1 0 1 1.22' ` min -.036' 11 0 1 -.01 6 0` 1' 0 1 123 2 max .12 2 0 1 0 1 0 1 0 1 0 11 ;12`4 .; min -.036' 11 0 1. -.01 . - 6 0 " 1 .. ... :001. 6.......0 a.1, 125 3 max .12 2 0 1 0 1 0 1 0 1 ,_ 0 .: 11 126 min -.036 ::11 0 1 -.01 • •: ? 6 0.. 1: - :003. 6` ::..:0 127 4 max .12 2 0 1 0 1 0 1 0 1 0 11 128 `: :;.... :: min. - .036. 11 0 1. - . :. -:01. 6 0 . 1. =.004 6 _Y;.0 1;':, 129 5 max .12 2 0 1 0 1 0 1 0 1 0 11 130 .: < :..: min ; =.036 1 -1: 0 1 -.01 6, 0; 1" - .005 >... s.6' "" 0 f, :.. =1= 131 M14 1 max .1 2 0 1 0 1 0 1 .019 . 6 0 _ 11 •.132 !,.5'-,..1.: : .: min: ':..021:•:.-" 11 133 2 max .1 2 0 1 0 1 0 1 .014 6 0 11 RISA -3D Version 9.1.1 [T: \rad \aldo brea \aldo stationary shelf plate Toads z axis and gravity.r3d] Page 9 Company Designer Job Number 4:39 PM Checked By: Envelope Member Section Forces (Continued) M 134 min .0 021 11 0 1 _ .......,,,.I..I -.01 ry 6 ■ ye vu VI,• i• 0 •.V 1 V V IVIVI I IVII.. 0 LV 1 L -L IVIVI I ICI I... 0 LV 1 135 3 max .1 2 0 1 0 1 0 1 .009 6 0 11 136 min -.021 11 0 1 -.01 6 :0 .1 ' 0 . 1 ' .`:. ': 0 .1 137 4 max .1 2 0 1 0 1 0 1 .004 6 0 1 .138 : min -.021 •. 11 0 1,. .. -:04: 6 : =. 0. 1 0 1. -;0 1 139 5 max .1 2 0 1 0 1 0 1 . 0 1 0 1 140 ;.'`., min -.021 11 0 1. -.01 :. 141 M15 1 max .08 2 0 1 0 1 0 1 0 1 0 1 142 min -.025 11 _ 0 1 -:009 • 143 2 max .08 2 0 1 0 1 0 1 0 1 0 1 144 min -2025 11 0 . 1 ' - .009:. 6: .:...0. : 1 = .005'' : 6. 0 11: 145 3 max .08 2 0 1 0 1 0 1 0 1 0 1 146 `::.. _ .min -.025 11 0 1 -. 009 "6; 0:.. ,. 1. -.009_ , '6 0. 1.1 147 4 max .08 2 0 1 0 1 0 1 0 1 0 1 148 .. min -.025 11 0 1 -. 009 -..:.6 0'.: 1; :.0:13 :6 0 1'1 149 5 max .08 2 0 1 0 1 0 1 0 1 _:... 0 1 • 150 min -.025 11 0- 1. - :009`' 6`. 0 1. -.017 6 0 : °' 11 151 M16 1 max .06 2 0 1 0 1 0 1 .007 11 0 1 152 min -.009 11 0 1 -.008 11:. 0' : , 1.•. 0 ' 1 0'.`' 11 153 2 max .06 2 0 1 0 1 0 1 .005 11 0 1 154 min -.009 11 0 1 -.008 ` '11.. 0 • 1 _ 0 . ,:. .1 • :.' 0 :11 155 3 max .06 2 0 1 0 1 0 1 .003 11 0 1 156 min -.009 11 0 1 -.008 11 0: 1 : 0. °.. :. ...1 O.. -. ';11 157 4 max .06 2 0 1 0 1 0 1 .001 11 0 1 158. min - .009 11 = :008.,.. 11 . _ 0` `.:1 ` .• : 0 ' 1 ;. . 0 1: 159 5 max .06 2 0 1 0 1 0 1 0 1 0 1 160 min -.009 11 0 .1 -.008' 11 0`I 1 ., - .001 :. .6 0 1 161 M17 1 max .06 2 0 1 0 1 0 1 0 1 0 1 162 min -.009 11 0 1 : - .008:: 11 r. ` 0: -:1 -" -.001 6 :. :: 163 2 max .06 2 0 1 0 1 . 0 1 0 1 0 1 164 min -.009 . 11 • 0 1 - .008:- 1.1 0.. 1 ' -.003 165 3 max .06 2 0 1 0 1 0 1 0 1 0 1 166 min -.009 11 0 1 -.008 11 0 1- : -.004 11 0 1 167 4 max .06 2 0 1 0 1 0 1 0 1 0 1 168 min -.009 11 0 1 -.008 .1`1 0 1 -.006. 11 0. 1 169 5 max .06 2 0 1 0 1 0 1 0 1 0 11 170 min -.009 11 0 1 -.008 - 11 0 1 -.007 . 11 171 M18 1 max .04 2 0 1 0 1 0 1 .011 11 0 11 172 min ' .003 11 0 1 -.006 ''. 11 0 1 0 . , ' 1' • :. 0 1 173 2 max .04 2 0 1 0 1 0 1 .008 11 0 1 174 min .003 11 0 1 ' -.006 ' :.11 . 175 3 max .04 2 0 1 0 1 0 1 .005 11 0 1 '176 i min .003 11 0 1 -.006 11 0 1' 0: , 1> ".:'�- 0_, ..1. 177 4 max .04 2 0 1 0 1 0 1 .002 11 0 1 -1:78 .. min .003 11 0 _ 1 -.006. 1`,1 0. ::1 . ' .: =.0 :.: 179 5 max .04 2 0 1 0 1 0 1 0 1 0 1 .180. min :003 11 0 1 '2:006- ..11 •1' =.002 181 M19 1 max .02 2 0 1 0 1 0 1 0 1 0 1 182 min 0 11 0 1, -.005: 11 0 1 > , -2:002 -: 6: • 0 , 1, 183 2 max .02 2 0 1 0 1 0 1 0 1 0 1 184_ : ., -'. _ . : min 0 '11` 0 : 1 -.005 ., ';1.1 _: 0 - _ 1•, .2. ..003: `1:1 185 3 max .02 2 0 1 0 1 0 1 0 1 0 1 '1'86. : •: ; min 0 11 0 1 -. - :005 : 11:. `:' 0:`. t . :1:.. - :005.. :11. :..: 0 .d.-", 187 4 max .02 2 0 1 0 1 0 1 0 1 . 0 1 1 "88 r '. r ,,.. , mirr. 0.: "11` 0 1 ' . =:005. ;11: : . .0. 1 - .00,7 1'.1 �.•0 . 1 189 5 max .02 2 0 1 0 1 0 1 0 1 0 1 190. ' -.5-: ;, _ 'min ". 0 ;'_;,. .11 `'. 0 • .1 . -.005 -'..r.• ' " '..:.:1;,::: ..: -:009 11. f'.,:--2.• . • , :1 ', RISA -3D Version 9.1.1 (T : \rad \aldo brea \aldo stationary shelf plate loads z axis and gravity.r3d] Page 10 Company Designer Job Number 4:39 PM g` Checked By: Envelope Member Section Forces (Continued) Member 191 M20 - - - 1 max - _._.... .12 -- 2 - ............ 0 -... 1 ..•..... .:.. 0 v v 1 . v�vu.m -�H 0 1 7 y wwi i ici L. 0 LV 1 L L IVIVI11011... 0 Ll.r 1 192 min -.036 11 0 1 -.01 6 0 1 193 2 max .12 2 0 1 0 1 0 1 0 1 0 1 194 min -.036 11 0 1 . -.01 6 , p 1, .; - .001' 6 0 :. .1.1 195 3 max .12 2 0 1 0 1 0 1 0 1 0 1 196 min -.036 11 0 :. 1 -.01 6 • 0 1 : =.003: 6: : 0 - _11' 197 4 max .12 2 0 1 0 1 0 1 0 1 _ 0 1 198 mine - .036. 11 0 1 : -.01 6° 0. • 1 - :004 6 0 11 199 5 max .12 2 0 1 0 1 0 1 0 1 0 1 200 min - .036 - 11 0 _: ,. ,.1, -.01 " 6 0 - 'V_ - :005 6:. ` 0 11- 201 M21 1 max .1 2 0 1 0 1 0 1 .019 6 0 1 .202 : :. min -.021- 1'1. 0 = :01 : 6; - . 0 1 0 .: 1 - - 0 1:1- 203 2 max .1 2 0 1 0 1 0 1 .014 6 ,. 0 1 204 - min -.021 11 0 1 -.01: _ & . 0 1 p 1 0 , 11 205 3 max .1 2 0 1 0 1 0 1 .009 6 0 1 206 min -.021 11 .0 1 , -.01 .. 6 _ 0 1' 0 • : 1 0 ' 207 4 max .1 2 0 1 0 1 0 1 .004 6 0 .11 1 208 min -.021 11 0•. 1..; -:01 ;.6> 0. , ... 1" 209 5 max .1 2 0 1 0 1 0 1 0 1 0 1 210 min -.021 11 0.:: 1 -.01 211 M22 1 max .08 2 0 1 0 1 0 1 0 1 0 1 212 min -.025 11 0 1' -.009. 6 0_. 1 0 6 0 .1 213 2 max .08 2 0 1 0 1 0 1 0 1 0 11 214 min - .025, . 11 0 1 -.009 6, 0. - : _ 1 - - :005 :. 6 ...... , 0...:.- ,1.. 215 3 max .08 2 0 1 0 1 0 1 0 1 0 11 216 .. min -.025 11 0 1. ..: -.009 r6 : 0,.. -:009 '. ,''6; `. 0 217 4 max .08 2 0 1 0 1 0 1 0 1 0 11 218 min -.025 11 0 1 -.009 6 0 1. -.013 6 0 1 219 5 max .08 2 0 1 0 1 0 1 0 1 0 11 220 min -.025 • 11 0 1 • -.009 .. `6. . , :'::0 1` -:017 221 M23 1 max .06 2 0 1 0 1 0 1 .007 11 0 11 222 min -.009 11 0 1 =.008 11 223 2 max .06 2 0 1 0 1 0 1 .005 11 0 11 224 min -.009 11 0 -1. -.008- •. ` :11 225 3 max .06 2 0 1 0 1 0 1 .003 11 0 11 226 min -.009 11 0 1 . -.008 • 11 0 1_ 0 - 1 0 1 227 4 max .06 2 0 1 0 1 0 1 .001 11 0 1 228 min -.009 11 0 1 - -:008 .• 11 229 5 max .06 2 0 1 0 1 0 1 0 1 0 1 230 min -.009 11 0 1 - .0081. ;11,; 0` 1 - .001.• : 6 231 M24 1 max .06 2 0 1 0 1 0 1 0 1 0 1 232 min =.009 11 0 ' : 1 -:008. •11. 0 -: 1 :001. 6 0 1 233 2 max .06 2 0 1 0 1 0 1 0 1 0 1 234 min ' -:009 - 11 . 0 ... :. .1. - :008 1 "1: p: 1' = ::003 235 3 max .06 2 0 1 0 1 0 1 0 1 0 1 236 min -.009 11 0 .... 1 -.008- :• 11. . ":;0. 9_._: , - :004.= :11. >'1--_ 237 4 max .06 2 0 1 0 1 0 1 0 1 .. .0 . . 0 1 238. ._ : ; mine :009 :;._ 11 0 1" = .008:' ,1.1' 0 1" .- :006.: ..11_ 239 5 max .06 2 0 1 0 1 0 1 0 1 0 1 NO �. mm: "- - .009 .. 11 0 1• • =.008 J=1 0: 1. - = :007 ,-. ;11. 241 M25 1 max .04 2 0 1 0 1 0 1 .011 11 0 1 .;242 min ' ..003. :1 0 1 =.006' . 11 :: _ 0 1. , 0_`, 1 0 <. ` 11, 243 2 max .04 2 0 1 0 1 0 1 .008 11 0 1 244 ,; . . min r' .003 . 11 ;..: 0 1 . - .006 1:1: -, °. 0. 1 0; :• 1 s , 0 ''1 = 245 3 max .04 2 0 1 0 1 0 1 .005 11 0 1 1.246' :..... ,. ,. mine ` =..003 _'.. .11- : 0 1 : -.. =:006 . _ 11- : OY.: ...1 '.0' ; : ,1 :..:.:0 1 247 4 max .04 2 0 1 0 1 0 1 _ .002 11 ,.. 0 1 RISA -3D Version 9.1.1 [T: \rad \aldo brea \aldo stationary shelf plate Toads z axis and gravity.r3d] Page 11 Company Designer Job Number 72 4:39 PM Checked By: Envelope Member Section Forces (Continued) Member Sec Axial(kl LC v Shearfkl LC z Shearfkl LC Torquerk 248 min .003 11 0 1 -.006 11 0 1 0 5 0 1 249 5 max .04 2 0 1 0 1 0 1. 0 1 0 1 250 min .003 .. 11 0 1 -..006 . - .1 1.. ...` 0 : 1 - -002 6. 0.: : 1 M26 • 1 max .02 8 0 1 0 1 0 1 0 1 0 1 252 min 0 11 0 1. " - :005 11 1 -.002 253 2 max .02 8 0 1 0 1 0 1 0 1 0 1 254. min 0 11. .. 0 1' -:005 1.1: 0;: .: ,. =1' - :003_. 11 255 • 3 max .02 8 0 1 0 1 0 1 0 1 0 1 256 min 0 ' 11 0 :.. 1;. -.005 - -11 0 1 -.005 '.11 257 4 max .02 8 0 1 0 1 0 1 0 1 0 1 258 min 0 11 0 1 -.005 11 • .0:.:. :.1 -.007 _ _11 0 1 259 5 max .02 8 0 1 0 1 0 1 0 1 0 1 260 ' _ min 0 11 0 1 ` - -005' 11 0 : 1': - -009 . • 11 261 M27 1 max 0 11 .02 6 0 1 0 1 0 1 .024 6 262 mire ... 0 1. 0 - ., : 1; 0 :. .. 1 :::0 263 2 max 0 11 .02 6 0 1 0 1 0 1 .012 6 264 min -. 0 1 0;::: 1. .`0 • '. : -1 0' . 1 0 1 265 3 max 0 11 .02 6 0 1 0 1 0 1 0 1 266 min 0 1 0 1 0 1:: 0 1 ": . ` 0 1 0: , ` 11 267 4 max 0 11 .02 6 0 1 0 1 0 1 0 1 268 min 0 1 0 `, 1. 0 1 0 ;1 ': 0 1 = :012 - 6 269 5 max 0 11 .02 6 0 1 0 1 0 1 0 1 270 min 0 1 ' : ' .0 : 1. 0 ;1` 0" .: = 1 0 1. . - .024. 6 . 271 M28 1 max 0 1 .02 6 0 1 0 1 0 1 .023 6 272 min 0 11 0 .: 1. :: .. 0: 1 _. 0 . 1;:; 0 1 0 1 273 2 max 0 1 .02 6 0 1 0 1 0 1 .012 6 274 min' = 0 ' 11 275 3 max 0 1 .02 6 0 1 0 1 0 1 0 11 276 :. min : 0:. 11 0 1.. .: 0 1 _. .. ,, 0 .. 1. 0 1 :. 0 277 4 max 0 1 .02 6 0 1 0 1 0 1 0 1 278 min 0 11 0 : . _.::0 1 : 0'; _ 1 0 ' 1 - -012 279 5 max 0 1 .02 6 0 1 0 1 0 1 0 1 280 min' 0 11 0 1 0 1 0 1 0 1 -.023 6 281 M29 1 max 0 1 .015 11 0 1 0 1 0 1 .018 11 282 min 0 5 0 1 0 1 0 1 0 1 0 1 283 2 max 0 1 .015 11 0 1 0 1 0 1 .009 11 284 min 0 5 0., .::.. 1.. ,: 0 1 p.. • . ::.1 . 0 1. 0' ..... 1: 285 3 max 0 1 .015 11 0 1 0 1 0 1 0 6 286 min 0 5 0 _ 1 0 1..- 01. ,. 1. 0 ; . 1.. 0 : 11 287 4 max 0 1 .015 11 0 1 0 1 0 1 0 1 288 '- min 0 5 0 :... 1:. 0_. 1': .: 0 1 0 1 :009: 11. 289 5 max 0 1 .015 11 0 1 0 1 0 1 0 1 290 min 0 5` 0 . 1_ 0 1 :.' 0 1 .; .: 0 _ 1 - :018° :..I1- 291 M30 1 max 0 1 .008 11 0 1 0 1 0 1 .009 11 292 min 0 11 293 2 max 0 1 .008 11 0 1 0 1 0 1 .005 11 294 min 0. 11 0: 1.:: 0 :: :. "1 0 1 0`- 1 ::0 ._. ' 295 3 max 0 1 .008 11 0 1 0 • 1 0 1 0 6 -296 =. min. 0 11' : 0' :` 1 ..0 ._ :. -1^ 0 1 r 0: 297 4 max 0 1 .008 11 0 1 0 1 0 1 0 1 298 .. min 0 1.1 0.. -1:::: 0-.. ,:1: 0: <1` :. 0 1_.,':005_.:1,1 299 5 max 0 1 .008 11 0 1 0 1 0 1 0 1 300 :.:... ruin :.: 0 1.1 ` 0 :: 1,': 0 : '1 0;.' ` : ;..1 301 M31 1 max 0 11 0 1 0 1 0 1 0 1 0 1 •02 min...... 0• r 1 : -:02 .6 " :.'` , 0 1: : O: t, .. -:,:-1:'.:..:.:- , u ..;.6 303 2 max 0 11 0 1 0 1 0 1 0 1 0 1 304. min ..` 0 _ 1:: z.02 = . "6 ;' .. 0'... , ,.1i`: ,- :-0::'- 1_. 0. • c' ''.:012__ : RISA -3D Version 9.1.1 [T :\rad \aldo brea \aldo stationary shelf plate Toads z axis and gravity.r3d] Page 12 Cortipany Designer Job Number )J 4:39 PM Checked By: Envelope Member Section Forces (Continued) Member Sec Axial kl LC v Shearfkl LC z Shearfkl LC Torouefk -ftl LC v- 305 3 max 0 11 0 1 0 1 0 1 0 1 0 11 306 min 0 1 -.02 6 0 1 0 307 4 max 0 11 0 1 0 1 0 1 0 1 .012 6 308 min 0 1 02 '... ,6' ,. -0 1 0 : 1. 0 1 0 . .1 309 5 max 0 11 0 1 0 1 0 1 0 1 .024 6 -310 min` 0 - , :1 . -,; .02 1:- 311 M32 1 max 0 1 0 1 0 1 0 1 0 1 0 1 312 min' 0 -. 11: : -:02 6 0. 1 0 1 -: :. 0` 1 -.023 313 2 max 0 1 0 1 0 1 0 1 0 1 0 1 314 min 0 11 ' -:02 . 6: 1 0 , ;::1 0 1.'. -.012 315 3 max 0 1 0 1 0 1 0 1 0 1 0 6 316 min 0 °. . .11 -.02 6::% 0 1 0 1.. 0 : 1 ;; 0 .1.1: 317 4 max 0 1 0 1 0 1 0 1 0 1 .012 6 318: min 0 11 -.02: 6:' 319 5 max 0 1 0 1 0 1 0 1 0 1 .023 6 320 min 0 11 . .02 :. :.6 ... 0 . 1 0... 1 0 1 0 321 M33 1 max 0 1 0 1 0 1 0 1 0 1 0 1 322 min 0 5 - .015.: 11 • 0 1 ='0 :1' 0 :. 1, = .018:. .11'' 323 2 max 0 1 0 1 . 0 1 0 1 0 1 0 1 324 min_ : 0 : 5: -.015 11 0:. 1 0 -. 1.: 0 . 1, : =.009 - -11, 325 3 max 0 1 0 1 0 1 0 1 0 1 0 11 326 min 0 5 -.015 11 0 1 0 1 0 1 0 6 327 4 max 0 1 0 1 0 1 0 1 0 1 .009 11 328 •min .. 0 5 - .015`: •11` .-' 0 1. 0'.: 1;. :` 0. =1 0.+ 1•. 329 5 max 0 1 0 1 0 1 0 1 0 1 .018 11 330 = min 0 : 5 -.015 11:.:, ;'0 1 0. 1 . , • ,p . 1 ... 0 ,'. ; .21. 331 M34 1 max 0 1 0 1 0 1 0 1 0 1 0 1 332 min . 0 11 -.008 11 0 1 0 1 0:: 1 ' -.009 ::: ;11. 333 2 max 0 1 0 1 0 1 0 1 0 1 0 1 334 min 0 11-.:... - .008; '-'11',.' -. ' 0' :: 1: 0 1.: 0 - 1 : -.005 :. • 1:1 335 3 max 0 1 0 1 0 1 0 1 0 1 0 1 336 min 0. _- - •1 i -.008 - 11 0 1 0 :_. :_ :.1 337 4 max 0 1 0 1 0 1 0 1 0 1 .005 11 338 . min 0 .,. 11 -.008 .11 0 1 0 1- 0 1 0 1 339 5 max 0 1 0 1 0 1 0 1 0 1 .009 11 340 min 0 11 -.008 `11` 0 1 0 1 0 1 0 1 RISA -3D Version 9.1.1 [T: \rad \aldo brea \aldo stationary shelf plate loads z axis and gravity.r3d] Page 13 3 3 ' 3 z SK - 2 aldo stationary shelf plate loads.r3d Company Designer Job Number 4:46 PM Checked By: Load Combinations 1 Description SovePD,.. SR... BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor Al Y 1 1 Y 3 A3X Yes Y 3 1 A4X Yes 5 A3Z Y 5 1 A4Z 7 B1 Y 7 1 B2' 9 B3X Yes Y 9 1 ''10. B4X Yes 10 11 B3Z Y 11 1 12 B4Z. 12'" Envelope Joint Reactions X fkl LC LC 1 Ni Ni max -.01 10 .073 4 .001 4 0 3 VI I 11` -11.1 0 L_.J 3 IVIL �IN-I l� 0 I-le 3 2 :. min - :016 4 - .003_'. 9 . 0; ' . '10 0 3 - 0 10': _= 5:996 -4 4 3 N8 N2 max -.01 10 .158 4 0 10 0 3 4 0 3 0 3 4 . min = :016° 4 " :053: 9 -.001- ._ : 4' 0 , ,. 3.. 10 0 3 0 3 5 N23 N3_ max -.008 10 .215 4 0 10 0 3 4 0 3 0 3 6 -- min'-' = .014::,4 -' • 1 .014: :.092:;._9..: : 0 • -.001: 4 0 3 -.• 0 3.... - 1.708e -5' 7 N15 N4 max -.008 10 .016 4 .001 4 0 3 4 0 3 0 3 8 :. min. - .0 =14:' 4: -.053 ::. 3.... 0:,:. 10 0.: 3 ' 10 0..,. . 3r 1,.4 9 To tats: N5 max -.036 10 .461 4 0 3 4 4.936e -5 3 0 4 -1.493e-5 10 10- - min =.061 - • -'4:' :101` 9 0 10; 10 ; 2.99e-5. 10:, ... 0 10 , 4: Envelope Joint Displacements • 1 Ni max - - --'a 0 -- 4 •••, 0 �� 9 -,•••, 0 ry 10 :. •.vwa•vII ... 4.539e -5 �v 4 I 1SIJL LRJI1 ... 0 LV 4 L IIVLO LIVII �... - 3.57e -4 LI.I 10 2: min ` 0.;` 10 0 : 4 0 . 4 2.7326 =5. 10 0 10': _= 5:996 -4 4 3 N2 max .003 4 0 9 0 4 6.233e -5 4 0 4 -3.678e-6 10 4 . ' min :002 10 0 4 0.. '10 3.731e -5 10 . - 0 40 - 6.161e -6 4 5 N3_ max .024 4 0 9 .011 4 7.258e -4 4 0 4 -1.024e-5 10 6 min -' • 1 .014: -10'. : 0 • 4 .007 - 10 4.3416-4 10 .. : 0 10 - 1.708e -5' 7 N4 max .044 4 0 9 .023 4 7.866e -5 4 0 4 -1.263e-5 10 8 min •` • :026;; - .10= . . 0. 4. .014.: 10. .4.728e-5 10 0: 10 :- 2 :101e -5 1,.4 9 N5 max .065 4 0 9 .025 4 4.936e -5 3 0 4 -1.493e-5 10 10` min; :` - .039 • _ ,10 0 ...... 4 015.: 10 ; 2.99e-5. 10:, ... 0 10 , 4: 11 N6 max .078 4 0 9 .03 4 3.553e -4 3 0 4 .-21471e-5 -1.501e-5 10 1.2 min, - :. , :047.2i.. .10 .._;'0 4 "1018 - . 10-..,2.149e--4. 10 ,. :: 0 . 10.:2:4736 `5 ' 4' 13 N7 max .085 4 0 9 .036 4 4.093e -5 3 0 4 -1.399e-5 10 14. min .051 • 10• - .001 4 .. :022: 1.0.2.474.6 -5 .1.0-. 0:, .- 10 ` 15 N8 max 0 4 0 9 0 4- 2.767e -5 10 0 4- .2:3036.5 3.586e -4 10 '.16.,. ,, : min : 0_ _ , :.1.0 ;`.0 ..4' - ; 0 •. JO. '- 4:6686=5. 4 .... 0 ° ... 40:: ",=6:0716.67.4 4':. 17 N9 max .003 .4 0 9 0 10 - 3.79e -5 10 0 4 - 4.525e -6 10 4 8 - ._ • ,• min :002 : 10 0:.. 4.., 0 , .• . . 4':• 6:3946 -5 .4 -`,. ,; 0- 1,0<..7:572e,6 19 N_ 10 max .024 4 0 9 -.007 10 - 4.438e -4 10 0 4 - 1.004e -5 10 . ' . • , min`: .: :0'14 •r.. 1.0 "' •::, 0 . :•..4 - :012:: :_ _4'•- 7.484'6=4 _4. •._ 0 q, . ;t. t :6756'_5 :.14 21 N11 max .044 4 0 9 -.014 10 - 5.58e -5 10 0 4 - 1.292e -5 10 :22, , : min :026,',:::: .10 = :001, -. ,•.4.... -,623::,:%"' 4.. `= 9.337e=5 4. ;': ::0:. • : 10c 2A48e 5:: 4;F" 23 N12 max .065 4 0 9 -.015 10 - 3.937e -5 10 0 4 - 1.444e -5 10 24y ... min; , .;.039. • M10: :._ -:002 4 i:; =.026 ..4a.= . 6:509e=5 =4'. <' Os, --,' ,: 23954' 25 N13 max .078 4 0 9 -.019 10 - 2.255e -4 10 0 4 - 1.512e -5 10 3.26Y -', .: ' min: • 0.47._. ,, .10 ' .. m ..4 z:',,,; , :.4. ` `= 3,7126.4 • t3N..:;< < , O:::a, , i-tO ., ',-i M:: -3D Version 9.1.1 [T: \rad \aldo brea \aldo stationary shelf plate loads x axis.r3d] Page 1 S Company Designer Job Number e 4:46 PM Checked By: Envelope Joint Displacements (Continued) Joint X in 27 N14 max .085 4 0 9 -.023 10 - 3.908e -5 10 0 3 4 - 1.426e -5 10 28 2 min .051 :. 10 -.002 4 -.038 4 - 6.469e -5 -3 0 10 - 2.348e -5 4 29 N15 max 0 4 0 3 0 10 4.461e-5 4 0 10 4 -3.041e-4 10 30 .002 "min 0.. 10 0 . 4 0 : ; 4 2.685e•-5- 10 0 -:001 10 -5.103e-4 3 31 N16 max .003 4 0 3 0 4 6.207e -5 4 0 10 4 -9.557e-6 10 32 0 min - , .001_ ," 10 0 4 0 10 .3.716e -5•. _10 Q: -.017 10 -1.581e-5 3 33 N17 max .006 4 0 9 .011 4 7.259e -4 4 0 4 4 2.335e -5 3 34. 0 min .. ,:004. :: 9 ::Ox> 4 .:007 10. .4 .341e_4 10 0 -.003 ._ 10 1:41e =5 1.0 35 N18 max .008 4 0 9 .023 4 7.841e-5 4 0 max 4 -1.372e-4 10 36 0 min ..005 9 0 4 .014. ' 10 4.718e -5 .10 0 10 . -2.268e-4 :3 37 N19 max .022 4 0 9 .024 4 1.001e-4 3 0 4 -6.298e-4 10 38 • min :013.: 10 •0 4 .014 10 6.072e -5 10 0 10.-- _1.066e -3 min 39 N20 max .026 4 0 9 .025 4 4.969e -5 3 0 13 4 1.557e -4 3 40 .061 :min .015 :' 10 0. 4. .015 10 3.005e-5.:10 10 0 .. 10 10 9.418e -5. '10`' 41 N21 max .03 4 0 9 .03 4 3.552e -4 3 0 -.005 '• -• 4 -6.453e-5 10 42. 3 min: . .018 • 10 - : 0 4 .018 10 2.148e -4 10 0 10 10 -1.065e-4 `3 43 N22 max .028 4 0 9 .036 4 4.089e -5 3 0 `,:- ':003. 4 -1.836e-5 10 44' °" min` . .017... -10 0 4 .022 10 2.471e 15 10 0 3 10` - 3.035e -5 .005 45 N23 max 0 4 0 9 0 4 -2.814e-5 10 0 1,0 4 -3.001e-4 10 46 min= 0: 10 0 4 0 10 4.745e -5 4 0 4 10 -5.0366-4 0 47 N24 max .002 4 0 9 0 10 - 3.806e -5 10 0 4 2.267e -6 3 48 minf .001 10 0 ' 4 0 4' - 6 ;419e -5 4`. 0 ' " 10. 1 :332e -6_ 10 49 N25 max .006 4 0 9 -.007 10 - 4.438e -4 10 0 4 - 4.137e -5 10 50 ` _ mine: ..:::004. - ": 9 . - .001`:: : 4 ;- .012.:. 4 - 7.484e -4 4 0 10, - 6.832e -5_ 51 N26 max .008 4 0 9 -.014 10 - 5.583e -5 10 0 4 1.427e -4 3 52 min - :005 ' - 9:- . • -.002: 4 -.024. 4 :- 9.343e -5 4 : - 0 10 8.635e5'. H:10: 53 N27 max .017 4 0 9 -.015 10 - 6.953e -5 10 0 4 - 6.728e -4 10 54. min .01 9 . -.002- . =• -.025 4 - 1.148e -4. ' 3 -. 0 10 1.137e a.. 55 N28 max .026 4 -.001 9 -.015 10 - 3.93e -5 10 0 4 - 1.536e -4 10 56 min. ...015 - :- •.10 =.002: :.r : 4 :.. -.026 4 - 6.498e -5 .3 , 0 10' -2.538e4 :,3 57 N29 max .03 4 -.001 9 -.019 10 - 2.255e -4 10 0 4 5.816e -6 9 58 � - . min .0.18..:..•10 � -.003 .. ,,..4- `: -.032 4" >- 3.713e -4 3 0 10: .2.173e 6 . 1'0 59 N30 max .028 4 -.001 9 -.023 10 -3.911e-5 10 0 4 - 4.888e -5 10 60 min .017 10 -.003 4 . - .038 4 - 6.473e -5 3 0 10 - 8.062e -5 3 Envelope Member Section Forces Member Sec Axialfkl LC v Shearfkl LC z Shear(kl LC Torque(k -ftl LC v -v Mome.n LC z- 1 M1 1 max .073 4 -.01 10 0 10 0 3 0 3 0 3 2 min - .003:: -: ; 9 - - .017.:;. 4 -.001 3 3 2 max .073 4 -.01 10 0 10 0 3 0 10 .002 4 4 ; min , -.003 9 -.017 : -:001 3 0 3 0 3 .001- =,.10 5 3 max .073 4 -.01 10 0 10 0 3 0 10 .004 4 6:: ... min "- .003 9. -.017 4 -.001 3 • 0 3. .:. 0• 3. 1002' 10. 7 4 max .073 4 -.01 10 0 10 0 3 0 10 .006 4 min -.003 ._ 9 - .017 .- , 4 ` -:001 3 0 3 0 3 :004. ,10 9 5 max .073 4 -.01 10 0 10 0 3 0 10 .008 4 10 . : =. min .. -.003 9 : - .017.: 4' -.001 3 0 3 0 : 3 :.005 ° •. 10 11 M2 1 max .061 4 -.007 10 .003 4 0 3 -.003 10 -.006 10 12 min -.001 9 - :011.'. `.. 4 . ' ..002 10 0 3 =:006 4 -.01 4 13 2 max .061 4 -.007 10 .003 4 0 3 -.002 10 -.003 10 14 min - '.001 9 . - .011.•:. ;4 ` - .002. .10 0 3 -.004 _ 4 -.005 '• -• 4-: 15 3 max .061 4 -.007 10 .003 4 0 3 -.002 10 0 10 -' >16 � min :001'.: 9'' °� - .0;11: -. 4; .002T ...10` ; ,:: 0 ::3� `,:- ':003. ;4 . : 0 44: 17 4 max .061 4 -.007 10 .003 4 0 3 0 10 .005 4 18• • min- `.:..001: 9 ". .01`1: -:< 4 -.002, 10 1,0 3` • °:001 . 4.. .- ::003. x.':1'0:`: 19 5 max .061 4 -.007 10 .003 4 0 3 0 4 .01 4 RISA -3D Version 9.1.1 [T: \rad \aldo brea \aldo stationary shelf plate Toads x axis.r3d] Page 2 Company Designer • Job Number 4:46 PM Checked By: Envelope Member Section Forces (Continued) Member Sec Axialfkl LC v Shearfkt LC z Shearfkl LC Torquefk -ftl LC v- 20 min -.001 9 -.011 4 .002. 10 0 3 0 9 .006 10 21 M3 1 max .055 4 -.006 10 .003 4 0 3 0 4 -.006 10 22 ..:. `... ' : ' min . :003 9 -.01' 4 :002. 10 0...: 3 0 9 -.009: 4 23 2 max .055 4 -.006 10 .003 4 0 3 .001 4 -.003 10 24 ;, , >. min .> '.003 9 -.01. : 4° :002 ...10. 0 _ :: 3.... . -0 10 .: -.005 :: 4: 25 3 max .055 4 -.006 10 .003 4 0 3 .003 4 0 10 26 min . - :003 ::: _-9: .: -.01 4 • :.002 10 0. r'::3. :002 10 0 `.. 4 . 27 4 max .055 4 -.006 10 .003 4 0 3 .004 4 .005 4 28 min .003 9: - .01.:. 4: .002, 10 0 3 :002 ' 10 .003` 10 29 5 max .055 4 -.006 10 .003 4 0 3 .005 4 .009 4 -30 min- _ :003."' 9 - _ 4: :002 '�'.: =10 :`0:_:` '3' ' :.003 .. :10 . :`:006 ,: 31 M4 1 max .044 4 -.006 10 0 3 0 3 0 10 -.006 _10 10 32 ::. ; : ::. min :. < .004_. 9 011 4 0 10 ;0.: ..3 . 0 3 -:01.. ; 4 33 2 max .044 4 -.006 10 0 3 0 3 0 10 -.003 10 34 min -. .004 ..9., - :01`1 4 0...: 10 0. 3.. 0` '.: 9: - :005 35 3 max .044 4 -.006 10 0 3 0 3 0 4 0 10 36 min ; .004'. 9: :01 1: 4.'. , ` 0 10 0 . ;, 3. 0 4,. 37 4 max .044 4 -.006 10 0 3 0 3 0 4 .005 4 38 min .004:: 9 . . -.011 4 : _ .: 0 : 10 0 ; .: 3 0.: 10 .003 ` - 10 39 5 max .044 4 -.006 10 0 3 0 3 0 3 4 40 - ;.: Min 1:004 9 .011: °:. _4. 0. ,10: 0. 3 0 ,10: .01 °. :006_ =. -10. 41 M5 1 max .033 4 -.004 10 .001 3 0 3 -.002 10 -.004 10 42 min, .•: "..006. 9 =.007 4 0''. 10 0 3.. - .003:. 3 -.006 43 2 max .033 4 -.004 10 .001 3 0 3 -.001 10 -.002 10 44 min .006' _. 9 : -:007 4: 0 ;10 0:. 3 - :002 3 _.003: _. 4 45 3 max .033 4 -.004 10 .001 3 0 3 0 10 0 3 46 min • ..006 -:" .. 9 =.007' 4 0 `.: < :..10 0.:. 3 : -:001_ 47 4 max .033 4 -.004 10 .001 3 0 3 0 10 4 48 min -. :006 =9` :007 4. 0 : 10 .. 0. 3 ; '. 0 3 : .003 _ ,:.002 :::10. 49 5 max .033 4 -.004 10 .001 3 0 3 0 10 .006 4 50 min - ..006: :: 9 -.007. ° 4 0 10 0 . 3 0 3: : .004 ` 51 M6 1 max .02 4 -.002 10 .001 3 0 3 0 10 -.002 10 52 .. Min .007 9 - :003 9 0 10 0 3 0 3 -.003 9 53 2 max .02 4 -.002 10 .001 3 0 3 0 3 0 10 54 min .007 9. -.003 9. 0 10 0 3 . 0 10 -.001 9 55 3 max .02 4 -.002 10 .001 3 0 3 .001 3 0 3 56 min :007 9. - :003 9 -, 0 10 0 3 0 10 0 10 57 4 max .02 4 -.002 10 .001 3 0 3 .002 3 9 58 .. min `'' .007 9 -.003: 9 0.:: 10 .. . 0.. .. .3`, .....001 10 .001 0 - 10 59 5 max .02 4 -.002 10 .001 3 0 3 .003 3 .003 9 60 _. ..:. Min = •.007: 9 .. _.003':; : 9 0 .: 10. 0: 3. ° . :002 .: -..10 :. 10 61 M7 1 max .158 4 -.01 10 .001 3 0 3 0 3 .002 0 3 62 : min .. .053 9 -.017 4: 0. 10 63 . 2 max .158 4 -.01 10 .001 3 0 3 0 3 4 64 Min . :, :053. 9 = -.017 ' ;4•. 0 .. 10 0 :: 3 .. 0 :10 .002 •:001 :'" 10- 65 3 max .158 4 -.01 10 .001 3 0 3 0 3 .004 4 66 min ` .053' 9 =.01.7 4. 0 :::. " 10 0 '.3 0% ' : ::10:: 67 4 max .158 4 -.01 10 .001 3 0 3 0 ..10. 3 .002... 4 w 68 Min ' ' •`053 9 :.017 4 0. '10 0 3 ; 0 10 .006 ':..004 69 5 max .158 4 -.01 10 .001 3 0 3 0 3 4 . min' - ::053 _ 9' 017 4' . 0:- 10 b :. . ,,3: P :0': ` :.10 .008 -`. � .005 _ 71 M8 1 max .131 4 -.007 10 -.002 10 0 3 .006 4 -.006 10 72 min :045 ?'9 ..01'1 4:. = :003 4:: 0` ::' 3 ':003 ::. 1.0 _i01 4 73 2 max .131 4 -.007 10 -.002 10 0 3 .004 4 -.003 10 74. . • ;n` .min' i -- _'.:045:.: , g ; :01'1 ° 4;. ;. -:003 ' 4aT r 0 • _ :3' '1;0(53:: :. ��10 ., -'0 5 ' ._ 0 ��4 75 3 max .131 4 -.007 10 -.002 10 0 3 .003 4 0 . 10 76 :::::. : :: mi ' ?.. o45`. ,9,. ' :01V-- 4` --‘'.--L=.0 03, ;.4 -: . 0'.. 3; ':002 ': x'10 RISA -3D Version 9.1.1 [T : \rad \aldo brea \aldo stationary shelf plate loads x axis.r3d] Page 3 Company Designer ' Job Number rZ �• 4:46 PM Checked By: Envelope Member Section Forces (Continued) Member Sec Axiallkl LC v Shearfkl LC z Shearrkl LC Torquefk -ftl LC v -v Momen LC z- 77 4 max .131 4 -.007 10 -.002 10 0 3 .001 4 �.005v -Li- 78 min .045 9 • -:011 4 -.003 4 0 3 0 10 .003 10_ 79 5 max .131 4 -.007 10 -.002 10 0 3 0 3 .01 4 80 : `min - .045 _.:.. 9 : -.011 4 '.::003 4 .:...: _ 0 .. '. 3 0 ::4 _ .006: 10 81 M9 1 max .098 4 -.006 10 -.002 10 0 3 0 3 -.006 10 -82, min " .033: . 9 -.01. .:'4- .: -.003. ,:: .4 0: 3 0 4 :: -:009''' ,'.4:. 83 2 max .098 4 -.006 10 -.002 10 0 3 0 10 -.003 10 84 min :. 033 9 ;01.: 4.: . = :003 .4 0 3 . = :001.' . 4 - :005 85 3 max .098 4 -.006 10 -.002 10 0 3 -.002 10 0 10 86 =: min .033 9 -.01 ' 4 .: - .003 ";. . 4' 0 . : 3 - .003 .., 87 4 max .098 4 -.006 10 -.002 10 0 3 -.002 10 .005 4 -8 . ._ :'.: min - .033•` 9 -:01'" 4' - .003;;.4 0" .. .3 -:004 ;.4 :003 1'0. 89 5 max .098 4 -.006 10 -.002 10 0 3 -.003 10 .009 4 90 • .._ :: min '.033: 9 -.01. ' 4 .: _ -.003 • : -.4 0.. 3 : - :005 ,:.4. ,..' :006:. : :10 91 M10 1 max .071 4 -.006 10 0 10 0 3 0 3 -.006 10 2`: :: min :025 9 - .011. ..4 , 0 ..:. 3 0 ; : 3 0: 10 : =.01 93 2 max .071 4 -.006 10 0 10 0 3 0 9 -.003 10 94 ;. .. min - .025. 9 -.011' :. 4 0 3 .. 0 3" 0 • `::10 -.005 :' 95 3 max .071 4 -.006 10 0 10 0 3 0 9 0 10 96 min =" .025 9 = :011 97 4 max .071 4 -.006 10 0 10 0 3 0 10 .005 4 98 . min .025 9 -.011 4 ` 0 3 0. 3 0 . 4' '' .003 10 99 5 max .071 4 -.006 10 0 10 0 3 0 10 .01 4 100 min .025"_ 9 - -.011 .` 4 0 ;. :. 3 0 . ... 3 0 '. •. g:. .006 :_ °•10 101 M11 1 max .044 4 -.004 10 0 10 0 3 .003 3 -.004 10 .102 min- `:..016:;.. 9 '.. ` -.007. 4 -.:.:' -.001_ ..:.3:. 0 ::3 :. .002: 10 . =.006. 4 103 2 max .044 4 -.004 10 0 10 0 3 .002 3 -.002 10 104 min .016 9 - :007 4.. - :001 .. 3 0 : 3 . :001 10 - .003: ' 4 105 3 max .044 4 -.004 10 0 10 0 3 .001 3 0 10 106 min' : .016;• : 9 . ; - .007';' 4 - :001 3. 0 3 0 r-10 : ,: 107 4 max .044 4 -.004 10 0 10 0 3 0 3 .003 4 108. min .016 ` : 9...: -.007 4 - .001 3 0 3 0 10 - :.002 -10 109 5 max .044 4 -.004 10 0 10 0 3 0 3 .006 4 110 min , .016 9 =:007 4... -.001 3r 0 . 3 - 0 10- - .004 10 111 M12 1 max .019 10 -.002 10 0 10 0 3 0 3 -.002 10 112 min `- .007 3 -.003 9 - :001 3 . 0 3 0 10 -.003 9 113 2 max .019 10 -.002 10 0 10 0 3 0 10 0 10 114 "' min '.007 :. 3 '. -.003 9:..- -.001. 3 0 3 0 3: -.001: 9 115 3 max .019 10 -.002 10 0 10 0 3 0 10 0 3 116 „: min . ..007.;', 3 -:003: . 9 -.001 . :.: 3 : 0 = 3 - .001`.." :3 0 :: 10 117 4 max .019 10 -.002 10 0 10 0 3 -.001 10 .001 9 118 .min •.007 3 -.003 9 -.001 3 :0,`. • • 3 _= ..00'2. - :3 .�:.: 0 _`'10 119 5 max .019 10 -.002 10 0 10 0 3 -.002 10 .003 9 120 min.. •::'.007 3 -.003 - 9 ' - :001 3. 0 : 3. . - :003': 3. --...002 .' _ 10 121 M13 1 max .016 4 .014 4 .001 3 0 3 0 3 0 3 122 ; ' .min" ' -:053` 3 .008 10 0 =:10 ,:0i = :� 3.. 123 2 max .016 4 .014 4 .001 3 0 3 0 3 -.001 10 :124 min : -.053 3 .008 , 10 0 10: : '0 3 0, 10'. .:.002 4 125 3 max .016 4 .014 4 .001 3 0 3 0 3 -.002 10 126s . :; -' min . -:053. 3 ' ..008'.;: .10 0':.. 10 ;0. :: ...3 .:. 0 10 :_:.003._: ;4• 127 4 max .016 4 .014 4 .001 3 0 3 0 3 . -.003 10 :128. _ .. min ;,..053. _3' ;; . :008:._:::10 0. ::. _.1'0.. O;r ., - ;3 " °� 0:. �_ ::10 -. 005 4 129 5 max .016 4 .014 4 .001 3 0 3 0 _ 3 -.004 10 `:130 :� rein: ...053 .. 3:, ,;: - :008`�i ' >10, ,:0 ;: _ ,10- _ . 0~ a .. 3 •0 ,`' : _ .10) ...x:007 _ 131 M14 1 max .048 4 .002 4 -.002 10 0 3 .006 4 . -. .002 4 .1:32, .. ._ �. ... _: ; � .... mm. :. :013' - -. :9: �-: =' '001' ~; :� .9 :� - .003�;:.:4�: .0 =� �:3 °; .. '.003,- ;�10 �;:: :0.. ._. ..9.,:' 133 2 max .048 4 .002 4 -.002 10 0 3 .004 4 0 4 RISA -3D Version 9.1.1 [f: \rad \aldo brea \aldo stationary shelf plate Toads x axis.r3d] Page 4 Company Designer Job Number 4:46 PM Checked By: C4 Envelope Member Section Forces (Continued) Member Sec Axialtkl LC v Shearfkl LC z Shearfkl LC Torquefk -ftl LC v- 134 min -.013 9 .001 9 -.003 4 0 3 .002 10 0 9 135 3 max .048 4 .002 4 -.002 10 0 3 .003 4 0 10 136 -min . -.013 9 .001 9 -.003 4 0 3 :002 10 0 3 137 4 max .048 4 .002 4 -.002 10 0 3 .001 4 0 9 - . -138. ..:.:. -. _ _: :.. min, � :: 3, . .01 .9 .001: .9 ; :.� -.003 ".4.'. :..0. :'; _ , 3 0 ;'10 ; .'= .001 ;: 4 139 5 max .048 4 .002 4 -.002 10 0 3 0 9 -.001 9 140 r , :. min. .. -:013 9� .001. 9 -:003 4: 0::.. 3 0. .. 4 _:002 _ 4 141 M15 1 max .031 4 0 10 -.002 10 0 3 0 9 0 4 142 ' ..; - 3 min ' '. -.016 9 .... 0 3 -:003 143 2 max .031 4 0 10 -.002 10 0 3 0 10 0 4 144 ., = :min:: =:016 9 0 3 - .003 • 4' .: '. 0 3 -:001 • : 4 10 145 3 max .031 4 0 10 -.002 10 0 3 -.002 10 0 3 146 . :.<` : : �- �;� Min -. ;'.016 . -.g:,, 0 3 � :'-:003 � °4 °� :!_ 0�. � -_` 3. ; "- :003.. -4 0 .. 10 147 4 max .031 4 0 10 -.002 10 0 3 -.002 10 0 3 148 = = :.min :::• =:016 9: 0 3 -.003 4:: 0 • 3' -.004 4: 0 10 149 5 max .031 4 0 10 -.002 10 0 3 -.003 10 0 3 150 'Min' ,;::- :016 9: „` 0 3 =.003 4`` ° 0 3' '.005-' ;;4 0 . ; . `10 151 M16 1 max .023 4 .016 4 0 10 0 3 0 3 .011 4 152 ,;`' min 0 12:: 9,. .01 .. 10, ;.:0.. 3 0 3 0 = "10 .007:: 10 153 2 max .023 4 .016 4 0 10 0 3 0 3 .007 4 154 ; :.:. .:. min: - -.012 - 9 .01 10 0 3. 0 3 0 `:. 10 .004. 10 155 3 max .023 4 .016 4 0 10 0 3 0 9 .003 4 156 - :. ,Min .: -.012 91 .01 10 0 3.' .. 0- 3 ...: 0 :. 10 .002 9 157 4 max .023 4 .016 4 0 10 0 3 0 9 0 10 158 :. min ' .012 ::= " 9 .01.. -10 3 0,- - :001.. 3 159 5 max .023 4 .016 4 0 10 0 3 0 9 -.003 10 160 min ; - :012 9. .01 10 : 0 . 3 ;" 0 3 0 :. - 4 - :005' 3 161 M17 1 max .049 4 0 10 0 10 0 3 0 9 -.003 10 162 ;..:. ;min `.;` .008_' 9 -.002 9 0: 3 0 : . 3 0; 4 -.005 .:: 3 163 2 max .049 4 0 10 0 10 0 3 0 10 -.003 10 164 min -:008` 9 -.002 9 "0 3;:: 0 3 `. -:. 0. 4 ; -.005 4 165 3 max .049 4 0 10 0 10 0 3 0 10 -.003 10 166 min .008 9 -.002 9 0 3 0. 3' 0 4. -.005 4 167 4 max .049 4 0 10 0 10 0 3 0 10 -.003 9 168 min - .008 ` 9 -.002 9 0 3 0 :. 3 0 3 -:005 4 169 5 max .049 4 0 10 0 10 0 3 0 10 -.002 9 170 min • .008 9 -.002 9 0 3 0 . 3 0 3 - -.005- •- °4 171 M18 1 max .038 4 .003 4 0 10 0 3 .003 3 .003 4 172 min :01 9 .002 10 -.001 3' : " ' 0 3 .002 10 .002 10 173 2 max .038 4 .003 4 0 10 0 3 .002 3 .002 4 174 ;. -min 9. .002 10 =.001 3 • 0 3 .001 10 :'.001 10 175 3 max .0..01' 38 4 .003 4 0 10 0 3 .001 3 0 3 176 _ min •> .01' 9.' .002 :-' ..10 ,- .001: 3:.• 0 . . :3, _.' 0 :. .10 ,':;_`0 .: °:10. 177 4 max .038 4 .003 4 0 10 0 3 0 3 0 9 178. ' • :. min 01:.: 9,1 ' .002- 10 . -:001 3`: , •, 0 ....,3 :0' :10 179 5 max .038 4 .003 4 0 10 0 3 0 3 -.001 9 180 :_ . 'Min • '.01`'_ 9 . .002:.. ' -10.: ". -:001 ‘,3:' . 0 . 3` ` • . 0- -..10 ;:.-.002 181 M19 1 max .019 10 0 9 0 10 0 3 0 3 0 9 182 ` :. min - .006. 9 -.002 3 =.001 3 :: 0 • 3 0 .1.0 . =:002 3 183 2 max .019 10 0 9 0 10 0 3 0 10 0 9 -184 _' .. ruin : ::''.006C :" "9 . =:002 3' -:001: • 3: 0' 3: ,, 0 3 . -.001 3.. 185 3 max .019 10 0 9 0 10 0 3 0 10 0 10 186 ... :,_ min :'.006`x•. 9.;: 2:002<... .3: =:001: s,.1 . -a--0 .. 3;;, .. ::001... ?.3, ... -0 ;3. 187 4 m ax .019 10 0 9 0 10 0 3 -.001 10 0 3 18'8.. ,• .. . c +':min .4w'`0©6;£ , r 9• +" ...002' 3 :: g.0011- y; S. :. : Ptf.01 : ♦ 3" , a:"002y.{_ `.3 ' :�0 189 5 max .019 10 0 9 0 10 0 3 -.002 10 .002 3 ' :190 r ? 7 : _.. - *:4 .: rnf , in .;..006 T , g... ::002 3 : ` .:001` . . 3 -:: s .r 0 .. • ,3 ` .. - :003.... _ : 3.. s.. • •:0 ' -: RISA -3D Version 9.1.1 [T : \rad \aldo brea \aldo stationary shelf plate Toads x axis.r3d] Page 5 Company Designer Job Number 4:46 PM Checked By: Envelope Member Section Forces (Continued) Memb 191 M20 1 max .215 4 .014 4 0 10 0 3 0 3 0 3 192 min .092 9 .008 10 - .001. 3 0 3 0 3 0. 3 193 2 max .215 4 .014 4 0 10 0 3 0 10 -.001 10 194 min '. :092_.. 9 . .008 .- 10 .. -.001• 3 p 3 0. 3: - .002 4 195 3 max .215 4 .014 4 0 10 0 3 0 10 -.002 10 •196 min. .092' . . 9 :008, 10 ;: -:001. , 3. 0 3 ;.0 3 - :004..: 197 4 max .215 4 .014 4 0 10 0 3 0 10 -.003 10 198 m n .092 9 .008 10 -.001 ` 3 0 3 0: 3 -.005 4 199 5 max .215 4 .014 4 0 10 0 3 0 10 -.004 10 2200 `:. min .092 9 .008 .. 10 -.001 3 0 - , 3 0..; 3 . -.007: 4 201 M21 1 max .186 4 .002 4 .003 4 0 3 -.003 10 .002 4 202 min .083 9 0 9 .002 10 0' 3 -:006 203 2 max .186 4 .002 4 .003 4 0 3 -.003 10 0 4 204 min .083 9 0 9. • .002 10 .: .0.. 3 . _ -.004 205 3 max .186 4 .002 4 .003 4 0 3 -.002 10 0 3 206 , mm .083 9 0 9 ' .002 10 . 0` 3 • : -.003 , 4 0 10 207 4 max .186 4 .002 4 .003 4 0 3 0 10 0 9 208 . min..: . :.083. 9 0: ,.. 9 .002. 10. .':0` ,3 : - :001 - 4. 0• = 4 209 5 max .186 4 .002 4 .003 4 0 3 0 4 0 9 210 min ' .083 g; p 9 .002 - 10 0. 3' 0 3: -.001' 4 211 M22 1 max .165 4 .001 4 .003 4 0 3 0 4 0 4 212 ruin .078 9 0 10 .002 10 0 3 0 3 0 10 213 2 max .165 4 .001 4 .003 4 0 3 .001 4 0 4 214 min -.078 9 0 .. 10 .002. 10. 0 3' 0 _ 10 0, 9 215 3 max .165 4 .001 4 .003 4 0 3 .003 4 0 10 216 min - . ,078 9' 0:' 10 .002'. 10 0 3 :002 ; 10 217 4 max .165 4 .001 4 .003 4 0 3 .004 4 0 10 218 • min - .078 9' 0 :. 10 .002. 10 0 3 .002 10 0 4 219 5 max .165 4 .001 4 .003 4 0 3 .005 4 0 10 220 min .078 ; g. p �,. 10 ' .00 02 • 10 p' : - :. , 3 .003 10 -.002 4 221 M23 1 max .092 4 .009 4 0 3 0 3 0 10 4 222. :. :. min .041:. 9 .005:' 10 0.:.r 10 0 5 0. 3 .009 10 223 2 max .092 4 .009 4 0 3 0 3 0 10 .005:: 4 224 min :041 9 .005 10 0 10 0 3 0 3 .007 `.004 10 225 3 max .092 4 .009 4 0 3 0 3 0 10 4 226. min .041 9 .005 10 0 10' ' 0 3 0 9 .004 10 227 4 max .092 4 .009 4 0 3 0 3 0 4 .003 4 228 .. min . '.041 9 _005 10 0 . :10 0:' 3 0: 9 .002 - 10 229 5 max .092 4 .009 4 0 3 0 3 0 4 .001 0 9 230 - . min ..041 ` 9 .005 10 0. 10 0 :.. 3. .` ..'0 9' 0 10 231 M24 1 max .092 4 .009 4 0 3 0 3 0 4 0 9 232 ;.. min : ;.041. -i 9 `':005 10 0 ` 10 0' 3< 0;: 9;; 0 .. 10 233 2 max .092 4 .009 4 0 3 0 3 0 4 0 9 234 min .041' . 9 .005 10 0 10 =.. 0,' 3' -0 • , 10 - :002 4 235 3 max .092 4 .009 4 0 3 0 3 0 4 -.002 9 ' 236 min .041 9 .005 10 0 10 0._ 3 0 10 =.004. ::'. ` 4 237 4 max .092 4 .009 4 0 3 0 3 0 4 -.003 10 238' min .041 9 .005 10 0_ ' 10 0 3 0. 10 -.006 4 239 5 max .092 4 .009 4 0 3 0 3 0 3 -.004 10 240 :. _ ` . min :041 9 ` .005 ` 10 : 0 10 0. 3'. :: ` _0' . 10 -.007 241 M25 1 max .065 4 0 4 .001 3 0 3 -.002 10 0 4 242 .: min .033:. 9 0 9i 0; :: ;10 0. _..;3. :: -.003 243 2 max .065 4 0 4 .001 3 0 3 -.001 10 0 10 244. .min :033 • g . 0 9 0 : ;; ~10 0 3 .� -.002. 3.. ..0..._...:..9 :`s. 245 3 max .065 4 0 4 .001 3 0 3 0 10 0 10 246 ; : " : min .:033:. g 0 . 9 0._ ::10 0 3 : -001 :..3 247 4 max .065 4 0 4 .001 3 0 3 0 10 0 9 RISA -3D Version 9.1.1 [T: \rad \aldo brea \aldo stationary shelf plate Toads x axis.r3d] Page 6 min .029. . - .002. :. .10 Company Designer Job Number 4:46 PM Checked By: Envelope Member Section Forces (Continued) Member Sec 248 min Axialfkl LC v Shearfkl LC z Shearfkl LC Torciuefk -ftl LC y -v Momen.. LC z -z Momen.. LC .033 9 0 0 10 0 0 3 0 249 5 max .065 4 0 4 .001 3 0 3 0 10 0 9 250 min .033 10 0 3 -.001 251 252 M26 1 max .046 4 0 9 .001 3 0 3 0 10 0 9 253 :254 2 max .046 4 0 9 .001 3 0 3 0 3 0 9 min .029 -.002 10 10 255 3 max .046 4 0 9 .001 3 0 3 .001 3 0 3 256:: 257 .029 .002 10 10 258 4 max .046 .029 4 0 9 .001 3 0 3 .002 3 .001 3 min. -.002 .10 .001 10 259 260'' 5 max .046 4 0 9 .001 3 0 3 .003 3 .002 3 min .029 -.002. 0 10' .002 10 261 262- M27 1 max 0 10 .004 4 0 0 10 0 3 .005 4 min .003. „' 10' 263 264. 265 2 max 0 10 .004 4 0 3 0 10 0 3 .003 10 4 min .003 10 .001 266 3 max 0 10 .004 4 0 3 0 10 0 3 0 3 267 min .003 10 3 10 268 4 max 0 10 .004 4 0 3 0 10 0 3 -.001 10 269 .003.,' 10: 3 4 270 5 max min 0 10 .004 4 0 3 0 10 0 3 -.003 10 .003.., 10 271 '272 M28 1 max 0 10 .005 ':003 4 0 3 0 10 0 3 -.005 .006 4 273 min 10 3 10 274' 2 0 10 .005 :003 4 0 3 0 10 0 3 .003 4 min 3; 10 275 3 max 0 10 .005 4 0 3 0 10 0 3 .002 0 10 3 276: min .003 10. 277 278 4 max min 0 10 .005 4 0 3 0 10 0 3 -.002 10 10 :003 10 279 280 5 max 0 10 .005 4 0 3 0 10 0 3 -.003 -.004 4 10 281 M29 min .003 10 3 0 3 -.006 4 282 1 max 0 10 .003• 3 0 3 0 3 0 3 .003 3 283 min .002 10 3" 10 .002 10 284 2 max 0 10 .003 3 0 3 0 3 0 3 .002 3 285 min .002 10 10' 10 286 3 max min 0 10 .003 3 0 3 0 3 0 3 0 10 287 .002 10 10 0 288. 4 max 0 10 .003 3 0 3 0 3 0 3 0 10 289 min .002 10 10` -.002 290 5 max 0 10 .003 3 0 3 0 3 0 3 -.002 10 291 min .002 10 10' 292.. M30 1 max min . 0 10 .002 .001 3 0 3 0 9 0 3 .003 10- 293 294.. 2 max min 0 10 .002 3 0 3 0 9 0 3 .002 .001 3 3 .001 10 295 296- 297 min .001 10 10 -298. 3 max 0 10 .002 3 0 3 0 9 0 3 0 3 4 max Min 0 10 .002 3 0 3 0 9 3 0 10 .001 1.00 299 300'. 5 max min 0 10 .002 .001_ 3 0 3 0 9 0 3 -.002 10 0. 10- 301 302 303 r;t .003 -`; .. 31. 10 :31 M31 1 max mine 0 10 .004 4 10 0 3 0 3 0 3 .005 4 2 max min 0 10 .004 4 0 3 0 3 0 3 .003 4 `.003 10 10 RISA-3D Version 9.1.1 [Thrathaldo brea\aldo stationary shelf plate loads x axis.r3d] Page 7 Gompany Designer Job Number 4:46 PM Checked By: Envelope Member Section Forces (Continued) M 305 3 max 0 10 .004 4 0 3 0 3 0 3 0 10 306 min 0 3 .003 10 0 3 .0 10 0 3 0 3 307 4 max 0 10 .004 4 0 3 0 3 0 3 -.002 10 308- min ::..:0, 3 :003 10 0 3: ;. 0 10 0 3 -:003 - 4 309 5 max 0 10 .004 4 0 3 0 3 0 3 -.003 10 310 .: min' 0 3 .003:.' 10 :.. 0' 3 :. 0:, :. 10 . 70 3 -:005 311 M32 1 max 0 10 .005 4 0 3 0 3 0 3 4 312 min °' .' 0 .. 3, ...003'. .10 0 3 0 10 0 3 .006 10. 313 2 max 0 10 .005 4 0 3 0 3 0 3 .004 4 314 min . 0 < ; 3'' -. .003:•- ° - 10 ".: 0 , . 3 0 `, 10 0' 3 .003 - ;10. 315 3 max 0 10 .005 4 0 3 0 3 0 3 .002 0 10 . 316.: .: •• min.:: 0: 3 ,: ;..003.- 10 0 3. 0.. .. .10 317 4 max 0 10 .005 4 0 3 0 3 0 3 -.002 10 318 • t : min `: p 3 : - .003::.: .10 0: 3 . 0' " 10 0 3' -:003 - `4 319 5 max 0 10 .005 4 0 3 0 3 0 3 -.004 10 320 ; .. min 0 : : 3 _ , .003: ,10 0 : 3 0_ 10 0 3 -.006 4. 321 M33 1 max 0 10 .003 3 0 3 0 10 0 3 3 322. : ; y _ ; : : _: min ; ...,. , 0 : 3 . ....002: ,' _10 0 3 0:; . 3 0 3 ". .003 ::.10 323 2 max 0 10 .003 3 0 3 0 10 0 3 .002 3 324 :.: min :. 0 3 :002: • '10 0.. 3' 0 . : 3 ., 0 3 .002 0 10 325 3 max 0 10 .003 3 0 3 0 10 0 3 0 4 326 min 0 . 3 .002 = 10 0 .3 '- .0 3 - 0 3 0 10 327 4 max 0 10 .003 3 0 3 0 10 0 3 0 10 .328:.. min . ::::0 3 :' .002 ' 10 0 ; 3 0 3. 0 3 -.002 3 329 5 max 0 10 .003 3 0 3 0 10 0 3 -.002 10 330 :.: 'min 0 ' :. 3 .002 - `10- 0 ' :3`W° 0 , ., : 3 0 3 -.003 3' 331 M34 1 max 0 10 .002 3 0 3 0 10 0 3 3 332 min .:.'. 0 3 .001 10 0 3 - . 0 3 _ 0 3 .003 10 333 2 max 0 10 .002 3 0 3 0 10 0 3 .002 3 334 :.: m'ir 0 '.. 3 . :001. 10 0 _ :3 0 3, 0 3 .001 0 10 335 3 max 0 10 .002 3 0 3 0 10 0 3 0 10 -336. '..: min > 0. 3 .001.:-,'10 0'. -. :: ...3. 0' 3 0 3 0 3 337 4 max 0 10 .002 3 0 3 0 10 0 3 0 10 338 min 0 3 .001: ' 10 0 3 0 3 0 3 -.001 3 339 5 max 0 10 .002 3 0 3 0 10 0 3 -.002 10 340 ' - min 0 3 :001 • 10 0 -3 ' 0 3 0 3 -.003 3 341 M35 1 max -.032 10 0 3 0 3 0 3 0 3 0 3 342 .. min =.054 .: 3 0 3 '0. 3'. , 0:' 3_ 0 3 0 3 343 2 max -.032 10 0 3 0 3 0 3 0 3 0 3 344 min -.054 .. . 3> 0 3 0 ' 3.:. 0 3 0 3 0 3 345 3 max -.032 10 0 3 0 3 0 3 0 3 0 3 346 :. ... :. . min - .054. 347 4 max -.032 10 0 3 0 3 0 3 0 3 0 3 :348: : -: min .054.. 3 0: 349 5 max -.032 10 0 3 0 3 0 3 0 3 0 3 '350 :_ min: <' 1054` 3::, 351 M37 1 max -.019 10 0 3 0 3 0 3 0 3 0 3 352 min .. -.031' 3 0.:, 3. `:0 3. _. 0 . ` 3. :.: 0 0 3 353 2 max -.019 10 0 3 0 3 0 3 0 3 0 3 '354 " hin .031 ;... , .3: 0 ::. 3.; ,,- 355 3 max -.019 10 0 3 0 3 0 3 0 3 0 3 •356. :: -rniri ,. :.031: i.3:. 0 . - :. 3 :.: ; 0 , . :.3,:; 0. _:3,: 0 - . ..:3 -... 0 3:. 357 4 max -.019 10 0 3 0 3 0 3 0 3 0 3 .358 `, -. : `mint .. - 031. 3= . 0 t3 :' _ 0 _., ..3 . .. 0 -... > 3;. 0 3;: 359 5 max -.019 10 0 3 0 3 0 3 0 3 .. . 0 3 .360 .. - :... min` ••.031 ; ::3 :: 0 : 3` 0 .. 5 0 3 • RISA -3D Version 9.1.1 [T : \rad \aldo brea \aldo stationary shelf plate Toads x axis.r3d] Page 8 t CARUSO TURLEY SCOTT consulting structural engineers 1215 W. Rio Salado Pkwy Suite 200 Tempe, AZ 85281 T: 480-774-1700 F: 480 - 774 -1701 Job Name A L-1)0 Job No. l 2 -''71)S 3 Sheet No. x:. By '� Date /l ' ft f �r. T�-1--�.cj,li-c•Y i _ 9�I - .. _ . -�- .- " - - - -� � - - - •-' -� -1-'-4. - _ - - . . -.._ _ i l N® ' a ° blirMEN111 H L { �1. ..... .. .... .. .■i ■■■ IIu■■ iii■u ji Lo■■I� ar■ .u114•. ., • ■•■■uuuu ■■uu ∎aal ...■■.u■uu■•■■■uu ■■■ ■u ' ■uIiUIiaIi ii°II"I �:�IHiIi=■IIpii r.IU■.■■■■iuII..II �nu.■..iu■■■■ni■ fii!i1■■..�..■.11 ; �.. ■■�uu.■..■ u■■■u■ ■■ ..• ■ �■,i u�iiii ■�■■i °,■iii■■i■�i■�iiiiiiiii■�i l ■II l IE- 1 rM uiii CFS Version 6.0.4 Section: Aldo column.sct Channel 0.75x1.5 -18 Gage eng10 Caruso Turley Scott, Inc. Member Check - 2007 North American Specification - US (ASD) Page 1 Material Type: A715 Grade 50, Fy =50 ksi Design Parameters: Lx 1.8300 ft Kx 1.0000 Cbx 1.0000 Cmx 0.6000 Braced Flange: None Loads: Entered Applied Strength Ly 1.8300 ft Ky 1.0000 Cby 1.0000 Cmy 0.6000 Red. Factor, R: 0 P Mx (k) (k -in) 0.2150 0.07200 0.2150 0.07200 0.6430 0.77120 Lt Kt ex 1.8300 ft 1.0000 0.0000 in ey 0.0000 in Stiffness, k4: 0 k Vy My (k) (k -in) 0.0170 0.22800 0.0170 0.22800 0.3994 0.30298 Effective section properties at applied loads: Ae 0.160555 in ^2 Ixe 0.017286 in ^4 Sxe(t) 0.046096 in ^3 Sxe(b) 0.046096 in ^3 Interaction Equations NAS Eq. C5.2.1 -1 (P, Mx, My) NAS Eq. C5.2..1 -2 (P, Mx, My) NAS Eq. C3.3.1 -1 (Mx, Vy) NAS Eq. C3.3.1 -1 (My, Vx) Vx (k) 0.0100 0.0100 2.3020 Iye 0.036523 in ^4 Sye(1) 0.057411 in ^3 Sye(r) 0.042280 in ^3 0.334 + 0.058 + 0.460 = 0.084 + 0.093 + 0.753 = Sqrt(0.009 + 0.002)= Sqrt(0.566 + 0.000)= 0.852 <= 1.0 0.929 <= 1.0 0.103 <= 1.0 0.753 <= 1.0 Li CARUSO TURLEY SCOTT consulting structural engineers 1215 W. Rio Salado Pkwy Suite 200 Tempe, AZ 85281 T: 480- 774 -1700 F: 480 - 774 -1701 Job Name Job No. / Z 1' S- Sheet No. B Y Date f-1// C • _ i _,___.. , *-.11:2:: _ _.1 _;,. -- ... --; - -4 - _44_,_ ■ .■ `i T �-� _, --� - -� --- I L )--r. i �� i 1 1 - -- ��;r� �— i, ^a -.— --1: ---: ' ■ no , t °' 1 � -411-4-12,-y, i i I ... _-7-- a ri) , - ----. 1 ELIE ■■■■■■■■■■■_■■■ ■■■■■■■ ..I•.�Nu...NCCp. ■ is 7 h..... ... nu■■ Nm�� Imp■■■... ■ .. ®■■■ ■■■ ... ■ ■ CI.LIENi� Am mu 'Liciir-Azuwiardl kw 1: 11 111111 IINNN I IIIIIII 11 ' N ■ all ' : 1N 111111 ' IN 1 INNINI ::NN �IU 1111lN CFS Version 6.0.2 Section: aldo shelf beam.sct Channel 4.5x0.6x0.3 -22 Gage eng10 Caruso Turley Scott, Inc. Member Check - 2007 North American Specification - US (ASD) Page 1 Material Type: A715 Grade 50, Fy =50 ksi Design Parameters: Lx 2.3300 ft Kx 1.0000 Cbx 1.0000 Cmx 0.6000 Braced Flange: None Loads: Entered Applied Strength P (k) 0.00000 0.00000 0.99424 Ly 2.3300 ft Ky 1.0000 Cby 1.0000 Cmy 0.6000 Red. Factor, R: 0 Mx Vy (k -in) (k) 0.2760 0.02000 0.2760 0.02000 1.9911 0.94720 Effective section properties at applied loads: Ae 0.135576 in ^2 Ixe 0.16995 in ^4 Sxe(t) 0.10622 in ^3 Sxe(b) 0.10622 in ^3 Interaction Equations NAS Eq. C5.2.1 -1 (P, Mx, My) NAS Eq. C5.2.1 -2 (P, Mx, My) NAS Eq. C3.3.1 -1 (Mx, Vy) NAS Eq. C3.3.1 -1 (My, Vx) Lt 2.3300 ft Kt 1.0000 ex 0.0000 in ey 0.0000 in Stiffness, k4: 0 k My Vx (k -in) (k) 0.0000 0.00000 0.0000 0.00000 0.3563 0.00000 Iye Sye(1) Sye(r) 0.00627 in ^4 0.04099 in ^3 0.01236 in ^3 0.000 + 0.083 + 0.000 = 0.083 <= 1.0 0.000 + 0.139 + 0.000 = 0.139 <= 1.0 Sqrt(0.008 + 0.000)= 0.089 <= 1.0 Sqrt(0.000 + 9.999)= 3.162 > 1.0 Section contains no web elements for horizontal shear. Ni/A ,ti c Ny„ P 0 CARUSO TURLEY SCOTT consulting structural engineers 1215 W. Rio Salado Pkwy Suite 200 Tempe, AZ 85281 7: 480-774-1700 F: 480-774-1701 J . 1 : .; • . 11 II " 1 1 • • • -7! -1-1-1-1- 7-7 •-r !LH 4 --1 • -1"7,friAtel,e.„ • • - - 1--- - ; • , . !-}(-•)' YV1. (.?112-. ; • _ • • • _ • t • • , • • •_ • - • ' tst i ; • ; : ; _ .! . • • . , ; ; 1--,/r4") C,Z 5 • : - -- ! ; .P7>11i • ! Job Name fr/ LPO Job No. 12,- /7-76 Sheet No. L-4 By Date . ,. • . . : ; • ! : ' - ....i. ! ; L_: ! • - .i 4 , .....-.: .. !-,....L...,._ 5 ,....1 ; • . :-,,,... - ; : ; • : , ; , • ; 1....; _.,...., ,_,..„. _.,..,.; ., . L , , , ; " ; . . , . . ' -1-,.. . oc; 22. —7 ::1•:::-••-:::•:: • . .. :::s _ :, _ 1: :: _ : , ; :: i : _ • : ::_ 1 : : : : t ,..:- : , ; (1,51' ;112r.I-74: ; ! ' : . : • : ' : ; : • : ; : : , • r • . : • - - ! - 0 .5 , : - , okE - 1 . ! • • : 1:0 ■ • ,-D • •: ;- - : 1 1 1 ' ! ' . • ; : ; . • ; • -; , ' - • ! ' 1 ; _1 : : : : : • i '" • • .1 .1_ _ _1 , • ; - • 1 ! ' , ' " ! ' - ■,111!:i • ,'!!, :•: • • . • : ! • : • • : : . . . • • - ' . . , !-".• , • ..; !I • . ; . !. ; .; • . . ; • 1 : . .. , • . .! • •!, : ! !! • -1 : F- : ? .-- ' 4 ----1- -i-- 1-- ----i _1 L -t---- -1-1 1 -1-' i_ -1- i • :. • . . • . • . • ' • -4 .. ,_ . . J .. . . . . . . . . - - • .. _ ..: . . .. . . .... . . __, H i i ll I 4 1 i 1 , , __ ', ! I_ 1 „__, ' 1 ._.i....„_',.. ----1-1-T--"-f-i--'--L---- !---47-ti----i-t----------2t-1---, .1.__ _..__r_..._ .4_. i 7 ; ; 7 i , . . : 1 • i 1 ii t- --1 I r i -7 I I_ ■ -r--/- 1 ----r - --,---- : : 1 --t- 1 1 I L I 1 t i i -1-- 1 1 1 1 1 1 1 I L.14111////k- 1 1 1 :::::::, •-• -: • a CARUSO TURLEY SCOTT consulting structural engineers 1215 W. Rio Salado Pkwy Suite 200 Tempe, AZ 85281 T: 480-774-1700 F: 480-774-1701 Job Name /: U)Q Job No. 1 Sheet No. 4.8 By `�142 Date %ei-- _ I i _Li-. .., ; _ r _._ -1---I T� r . � L T �� _ -� -� ` _fir f.:,.� '�., -..- � _ _ t 1-"�.a - 1 ai I r - -.; - 1 - ,--D 1 ■ n ■ ■--+ ,," gal Illr c� F 7 1 alai , �, . 4 ; ; I -r T, Air 7= - ■■ 1.11 EP! . I MOE ■ ■ ■ 1111111111 ■■ .....:::...1 r■n■■n■■nn■n■■ ■■. 1 ::.� INEARENNn■■■ YiZ ..HA:.:: llljI iiEST�liANi ■a . alit= ■■■■■ �I■ .■ n■ ■r I■■■■ • ■MFANLI ■n■■:■ ■ HII 1L' I 1i NM ■ ■k 1� I r ■ 1:■'i■■■■nn■ r ■■■:i:■■ ■ ■■■:■■■ ■ Nil= ■■ alum ■■1�"■■■ '�'■1 :■ ■■' n■' ■ ■� ENO H `i� I 8I1111111111�11:11� ::H::: ■n DI I 11111 H1H1 1111 1111 111111 1 H �■■ ■■ : I 1 on C: I 1 11HIIHIIIHI11111EIIIHIH ■II■■ ■n■■ i =■ v ■n■�■■■■ n n■■■■■ ■nv:■.■ 1 i m' Ham; u■■■■■ U■■■■ 111111111 1 1 .■■■NE■■■■■■nn■■■■n■■■■■■■■■■■nn I111101 - - CARUSO TURLEY SCOTT consulting structural engineers 1215 W. Rio Salado Pkwy Suite 200 Tempe, AZ 85281 T: 480-774-1700 F: 480-774-1701 Job Name 0 Job No. /fie' etS Sheet No. y 9 By ,1 4 Date (11/Z-. ( t. -7- 3 5 U c- . 1. _. Jy �- _T ter, ". ^ i ` "+��_.f_F�-.'_/ • j 1y ;, pay t i- 1._- �.- -�- (a Q ' T �y t' /mod i7 5` 1: ---.5-'3, l /^- vim` : c I )e - " _.,_ `_ r �_1 :1, -__{( -'t-• • ' _ _ .y /l.. -' F �''i t�41- l _- .`� ^/• .1 -- A_.�_LL -t I l I I ifil. I L r i I� I T i �, t— y t. l4 ! ii■■■n■i Ipi-mi-- B MINIUM - M■ .■a.... 11111•1111111111111111111U1 1111111 i ■ IMMO 1•1111111111111111 111111111111•11111111111 1■■n■■■■■�■■■■■■■■■i■n■■n ■■ . . 111 =I L -r-- d1 NI�111 N 11 11 ; 1 ! 11111111 111111 I I 1'111 11 111111 ' ' ill' ri■■■■■�■■■■■■n■■ ■ .■■■■■■■■■■�■■■■■■■■■■■■■■■■■�n ! ■■■■ ■■■■ un i 1 � Project: 15' tall stud max Model: 2001 North American Specification P1 Date: 7:0 Unif Ld Ib/ft lir R1 R2 15.00 ft Point Loads P1 Load(Ib) 46 X- Dist(ft) 10.00 Section : 362S162 -33 Single C Stud (X -X Axis) Fy = 33.0 ksi Maxo = 440.9 Ft -Lb Moment of Inertia, I = 0.551 inA4 Va = 1023.6 Ib Loads have not been modified for strength checks Loads have not been modified for deflection calculations Flexural and Deflection Check Mmax Mmax/ Mpos Bracing Ma(Brc) Mpos/ Deflection Span Ft -Lb Maxo Ft -Lb (in) Ft-Lb Ma(Brc) (in) Ratio Center Span 328.7 0.746 328.7 Full 440.9 0.746 0.784 L/230 Combined Bending and Web Crippling Reaction or Load Brng Pa Mmax Intr. Stiffen Pt Load P(Ib) (in) (Ib) (Ft -Lb) Value Req'd ? R1 67.8 1.00 165.2 0.0 0.49 No R2 83.2 1.00 165.2 0.0 0.60 No P1 46.0 3.50 444.4 328.4 0.87 No Combined Bending and Shear Reaction or Vmax Mmax Va Intr. Intr. Pt Load (Ib) (Ft -Lb) Factor VNa M /Ma Unstiffen Stiffen R1 67.8 0.0 1.00 0.07 0.00 0.00 NA R2 83.2 0.0 1.00 0.08 0.00 0.01 NA P1 48.2 328.4 1.00 0.05 0.74 0.56 NA 2001 North American Specification Project: 17' tall stud max Date: Model: P1 7.0 Unif Ld Ib/ft R1 R2 17.00 ft Point Loads P1 Load(Ib) 46 X- Dist(ft) 10.00 Section : 362S162 -43 Single C Stud (X -X Axis) Fy = 33.0 ksi Maxo = 612.0 Ft -Lb Moment of Inertia, I = 0.710 in "4 Va = 1739.1 Ib Loads have not been modified for strength checks Loads have not been modified for deflection calculations Flexural and Deflection Check Mmax Mmax/ Mpos Bracing Ma(Brc) Mpos/ Deflection Span Ft -Lb Maxo Ft -Lb (in) Ft -Lb Ma(Brc) (in) Ratio Center Span 434.4 0.710 434.4 Full 612.0 0.710 1.000 L/204 Combined Bending and Web Crippling Reaction or Load Brng Pa Mmax Intr. Stiffen Pt Load P(Ib) (in) (Ib) (Ft -Lb) Value Req'd ? R1 78.4 1.00 276.7 0.0 0.34 No R2 86.6 1.00 276.7 0.0 0.38 No P1 46.0 3.50 766.9 434.4 0.78 No Combined Bending and Shear Reaction or Vmax Mmax Va Intr. Intr. Pt Load (Ib) (Ft -Lb) Factor VNa M /Ma Unstiffen Stiffen R1 78.4 0.0 1.00 0.05 0.00 0.00 NA R2 86.6 0.0 1.00 0.05 0.00 0.00 NA P1 37.7 434.4 1.00 0.02 0.71 0.50 NA 2001 North American Specification Project: 19' tall stud max Date: Model: P1 R1 19.00 ft Point Loads P1 Load(Ib) 46 X- Dist(ft) 10.00 Section : 600S162 -33 Single C Stud (X -X Axis) Fy = 33.0 ksi Maxo = 950.6 Ft -Lb Moment of Inertia, I = 1.793 inA4 Va = 638.1 Ib Loads have not been modified for strength checks Loads have not been modified for deflection calculations Flexural and Deflection Check Unif Ld lb /ft R2 Mmax Mmax/ Mpos Bracing Ma(Brc) Mpos/ Deflection Span Ft -Lb Maxo Ft-Lb (in) Ft -Lb Ma(Brc) (in) Ratio Center Span 532.9 0.561 532.9 Full 950.6 0.561 0.602 L/379 Combined Bending and Web Crippling Reaction or Load Bmg Pa Mmax Intr. Stiffen Pt Load P(Ib) (in) (Ib) (Ft -Lb) Value Req'd ? R1 88.3 1.00 152.8 0.0 0.69 No R2 90.7 1.00 152.8 0.0 0.71 No P1 46.0 3.50 429.5 532.8 0.69 No Combined Bending and Shear Reaction or Vmax Mmax Va Intr. Intr. Pt Load (Ib) (Ft -Lb) Factor VNa M /Ma Unstiffen Stiffen R1 88.3 0.0 1.00 0.14 0.00 0.02 NA R2 90.7 0.0 1.00 0.14 0.00 0.02 NA P1 27.8 532.8 1.00 0.04 0.56 0.32 NA r 2001 North American Specification Project: 26' tall stud max Date: Model: P1 Unif Ld 7.0 Ib/ft R1 R2 26.00 ft Point Loads P1 Load(Ib) 46 X- Dist.(ft) 10.00 Section : 600S162 -43 Single C Stud (X -X Axis) Fy = 33.0 ksi Maxo = 1390.0 Ft -Lb Moment of Inertia, I = 2.316 inA4 Va = 1415.7 Ib Loads have not been modified for strength checks Loads have not been modified for deflection calculations Flexural and Deflection Check Mmax Mmax/ Mpos Bracing Ma(Brc) Mpos/ Deflection Span Ft -Lb Maxo Ft -Lb (in) Ft -Lb Ma(Brc) (in) Ratio Center Span 843.9 0.607 843.9 Full 1390.0 0.607 1.449 L/215 Combined Bending and Web Crippling Reaction or Load Bmg Pa Mmax Intr. Stiffen Pt Load P(Ib) (in) (Ib) (Ft -Lb) Value Req'd ? R1 119.3 1.00 259.1 0.0 0.55 No R2 108.7 1.00 259.1 0.0 0.50 No P1 46.0 3.50 744.8 842.3 0.68 No Combined Bending and Shear Reaction or Vmax Mmax Va Intr. Intr. Pt Load (Ib) (Ft -Lb) Factor VNa M/Ma Unstiffen Stiffen R1 119.3 0.0 1.00 0.08 0.00 0.01 NA R2 108.7 0.0 1.00 0.08 0.00 0.01 NA P1 49.6 842.3 1.00 0.04 0.61 0.37 NA tAIU114)Ggil PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D12 -148 DATE: 07 -13 -12 PROJECT NAME: ALDO SHOES SITE ADDRESS: 657 SOUTHCENTER MALL Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 2 After Permit Issued DEPARTM NTS: Idin• e i sion JAS N /A— Public Works N/- —1-1'7— lot 3 12_ A/401- Planning Division Fire Prevention Structural Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 07-17-12 Complete Incomplete n Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES /THURS ROUTING: Please Route Structural Review Required No further Review Required REVIEWER'S INITIALS: DATE: n APPROVALS OR CORRECTIONS: Approved Notation: Approved with Conditions DUE DATE: 08 -14 -12 Not Approved (attach comments) n 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 *ERMIT COORD COP`S PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D12 -148 DATE: 07/05/12 PROJECT NAME: ALDO SHOES SITE ADDRESS: 657 SOUTHCENTER MALL Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 after Permit Issued DEPARTMENTS: V 1 't Bui ing ivision Public Works n Fire Prevention Structural Planning Division Permit Coordinator n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete M Incomplete n DUE DATE: 07/10/12 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 No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 08/07/12 Approved Approved with Conditions n Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only, CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: "PERMIT COORD COPA\ PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D12 -0148 PROJECT NAME: ALDO SHOES SITE ADDRESS: 657 SOUTHCENTER MALL X Original Plan Submittal Response to Correction Letter # DATE: 05/04/12 Response to Incomplete Letter # Revision # after Permit Issued D PARTMENTS: S c, 5 -, -I, Ar frU Ci S-t I- P. � - n-4'6 ulldin- �ivislon Fire Prevention . Pranning Division 9 Yublic � � -12- Works Structural n Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete DUE DATE: 05/08/12 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route Structural Review Required n No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 06/05/12 Approved n Approved with Conditions fy. 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 02/29/12 PROJECT NAME: SITE ADDRESS: C-j, M PPLL PERMIT NO. P 12 1 ORIGINAL ISSUE DATE: (lit ti REVISION LOG REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INIT LS ` Summary of Revision: b ti N tc, Aio c) a. ilr'v nk- otANAvo I Summary of Revision: Received by:C_Aeiri s // 1-s Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS ` Summary of Revision: Summary of Revision vo e4 r. e Steck. cf pow, Received by: Received byao'r /Gs Na_likur, (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) Cityylif Tukwila 401 REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Web site: http: / /www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Plan ChecWPermit Number: ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # 1:q— Revision # 2. after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Project Address: • 7 /bee) btio)-- 140 Contact Person:',Sgs Phone Number: i (o-' Yy— •se-6-76 - Summary of Revision: Ac1' 4'- (f? d4 J 74 5 c- toeacD vl. RECElNED CITvOFTUx A f JUL 13' 3 20121 RiIR�i'f CENTER Sheet Number(s): "Cloud" or highlight all areas of revision includin of rev ion Received at the City of Tukwila Permit Center by: Entered in Permits Plus on k H:\Applications\Fmms- Applications On Line\2010 Applications \7.2010 - Revision Submittal.doc Revised: May 2011 Citytf Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Web site: http: / /www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 715112/ Plan Check/Permit Number: ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: AL D 0 r Project Address: Cps 7 t , re. /' °,cz l( Contact Person('] ar /l*5 e Phone Number: Sa& " 7 / 1 58740 Summary of Revision: JUL 05 2 c� 012 ~EtMI7. cE H 1. 717.e ,)Se q.5 2 e ji2i , ^ SS p� rh O /443 f e /2 g,,9 b + ►eel Sheet Number(s): "Cloud" or highlight all areas of revision Including date of revision Received at the City of Tukwila Permit Center by: j,j�/A., [ Entered in Permits Plus on 62- \, H:\Applications\porms- Applications On Line\2010 Applications \7 -2010 - Revision Submittal.doc Revised: May 2011 Leg King County Department of Natural Resources and Parks Wastewater Treatment Division Non - Residential Sewer Use Certification • To be completed for all new sewer connections, reconnections or change of use of existing connections. • This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect. Please Print or Type Property Street Address City State i/\ rf t LD L i..,.0 qS(fi ZIP Owner's Name Subdivision Name Subdiv. # Building Name Lot # Block # (if applicable) (3 Z3 ) Y7 S 3 401 Owner's Phone Number (with Area Code) ( Property Contact Phone Number (with Area Code) Owner's Mailing Address CP 3 5 sot cENTVit MALL_ 32 ii ) S-70- 3841 For King County Use Only Account # No. of RCEs Monthly Rate Property Tax ID # _ ` 14=7 CV i Party to be Billed (if different from owner) -lam AL pc) L.4? 2 3at) !M'tL f' t-4-N CrEf M c Nn1? A-L. City or Sewer District Date of Connection Side Sewer Permit # Please report any demolitions of pre - existing building on this property. Credit for a demolition may be given under some circumstances. Demolition of pre- existing building? ❑ Yes -No Was building on Sanitary Sewer? KYes ❑ No Was Sewer connected before 2/1/90? ❑ Yes ❑ No Sewer disconnect date: 1 Type of building demolished? WA° Request to apply demolition credit to multiple buildings? ❑ Yes iKNo A. Fixture Units Fixture Units x Number of Fixtures = Total Fixture Units Kind of Fixture Fixture Units No. of Fixtures Total Fixture Units Public Private Public Private Bathtub and Shower 4 4 Shower, per head 2 2 Dishwasher 2 2 Drinking fountain (each head) 1 .5 1 1 Hose bibb (interior) 2.5 2.5 Clotheswasher or laundry tub 4 2 Sink, bar or lavatory 2 1 f Z Sink, Clinic flushing 8 8 Sink, kitchen 3 2 Sink, other (service) 3 1.5 I I, c S' Sink, wash fountain, circle spray 4 3 Urinal, flush valve, 1 GPF 5 2 Urinal, flush valve, >1 GPF 6 2 Urinal, waterless 0 0 Water closet, tank or valve, 1.6 GPF 6 3 1 c• Water closet, tank or valve, >1.6 GPF 8 4 Total F'xture Units Residential Customer Equivalent (RCE) 20 fixture units equal 1.0 RCE Total No. of Fixture Units _ 20 RCE tar B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facility /Process: LL. rtype Estimated Wastewater Discharge: tcv Gallons /days Residential Customer Equivalents (RCE): 187 gallons per day equals 1.0 RCE Total Discharge (gal /day) _2 RCE 187 C. Total Residential Customer EquivaleRMENEj (add A & B) CITY OF TUKWILA MAY 0 4 2012 A + PERMIT CENTER B O2 IW32F RCE V 12- 11-0 Pursuant to King County Code 28.84, all sewer customers who establish a new service which uses metropolitan sewage facilities shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council at a rate per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. All future billings can be prepaid at a discounted amount. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County's Wastewater Treatment Division at 206 - 684 -1740. I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of corre 1o4 data for t 'nation of a revised capacity charge. Signature of Owner /Representative Print Name of Owner /Representative Date 1 nSH ron,, o /n71 1A /hien — Winn rnnm., v u .... _ 1 n.• &1 Cn..,n. Annnn., D;nl. — Cn.un. /`i memm�. Contractors or Tradespeople Peer 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 SAJO INC UBI No. 601884767 Phone 5143850333 Status Active Address 1320 Graham Blvd License No. SAJOII`893CZ Suite /Apt. License Type Construction Contractor City Mont -Royal Effective Date 3/4/2011 State QC Expiration Date 3/4/2013 Zip H3P3C8 Suspend Date County Out Of Country Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company GUERRERA TEDESCHI INVESTMENTS Other Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status CONSTSI0240T CONSTRUCTION SAJO INC Construction Contractor General Unused 9/30/1998 9/11/2012 Re Licensed Business Owner Information Name Role Effective Date Expiration Date GUERRERA, SALVATORE President 02/07/2011 Amount TEDESCHI, FRANCA Secretary 02/07/2011 66458312 TEDESCHI, NICOLA Vice President 02/07/2011 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 1 Travelers Cas & Surety Co SW1514(50008840) 04/12/2010 Until Cancelled $12,000.00 02/22/2011 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 3 CHARTIS INS CO 66458312 12/01/2011 12/01/2012 $1,000,000.00 11/29/2011 2 Liberty Mutual Ins Co tb1b71072805060 11/01/2010 12/01/2011 $1,000,000.00 11/04/2011 1 Liberty Mutual Ins Co tb1 b7107280506011/01/2010 11/01/2011 $1,000,000.00 03/04/2011 Summons /Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period https://fortress.wa.gov/lni/bbip/Print.aspx 06/18/2012 ALDOISSUED: AUGUST, 30 2007 RESPONSIBILITY SCHEDULE '�iy LANDLORD 71`1417 TENANT'S tilteAL COMRAGTGR , REMARKS SUPPLY z BARRICADE PLAN INSTALL SUPPLY INSTALL PREPARATION 0 PERMITS AND FEES DEMOLITION CEILING PLAN X 1 FIXTURE PLAN . . - TEdPORARY ENCLOSURE ( IF NECESSARY ) • • X 1 C INTERIOR ELEVATIONS 2 DEMOLITION X 2A LIGHT FIXTURE SCHEDULE X • • - TEMPORARY ELECTRIC. 4 TELEPHONE(5) CONSTRUCTION DETAILS X 3B LIGHT BOX DETAILS • • - GLEAAIIP 4A STOREFRONT SECTIONS X 4B . • - NOLLOf1ULSNOO EXIsTIN6 CONCRETE SLAB • SITE VERIFICATION PLAN X No. MECHANICAL / ELECTRICAL . LEVEL. t PREPARE AS REWIRED DEMISING WALL STUDS • • X M — 2 MECHANICAL SPECIFICATIONS X NEW 4 EXISTING SY LANDLORD DEMISIN6 WALL 6YPSUM BOARD • • ELECTRICAL /LIGHTING PLAN X E —1 A ELECTRICAL. LEGEND EXISTING 6.C. TO PATCH 4 REPAIR AS REWIRED INTERIOR PARTITION WITH REQUIRED BLOCKING ELECTRICAL PANELS / NOTES X E — 3 ELECTRICAL DETAILS • F— 1 FIRE PROTECTION PLAN GYPSUM BOARD CEILING No. MECHANICAL / ELECTRICAL S 1 MOBILE SHELVES . • - SUSPENDED CEILING S3 STATIONARY SHELVES X • • - STOREFRONT 6LAZIN6 • . - STOREFRONT 516N • • - INTERIOR 5161 • • LIGHT BOX 4 ILLUMINATED ER.ADE 516N MARKETING SI6NA6E • • - INTERIOR DOORS . • REFER TO DOOR SGFWDULE WASHROOM FIXTURES • • t&l BY 6A. WASHROOM ACCESSORIES ■ • . RA SY 6G. to W PAINT . • - FLOOR FINISHES . • - DOOR HARDWARE • • - Z re xPERIMETER STORE GASH COUNTER . • - FREE STANDING FLOOR UNITS HIRROR (WALL 4 COLUMN) • . - WALL FIXTURES . • - STOCKROOM SHELVING • • - LEATHER FOR BENCHES , • ' • - VELECTRIC O JINCTION BOX AT GASH WRAP • • - GASH RESISTER EQUIPMENT • • - WIRING IN GASH WRAP • • - TELEPHOhE DISTRIBUTION / WIRING • • - CONDUIT • • - LI6HT FIXTURES 4 EULB • :. • - ELECTRICAL PANE- 4`.Savia •' a RELOCATED BY LANDLORD, DRAHN66ELEGTRIGAI SUSI?ENDED SO KVA TRANSFORNI� _ • _ SECURITY SYSTEM • . - SPEAKER SYSTEM WA SPEAKER WIRING • • - MECHANICAL 1 FIRE DETECTION . • - FIRE EXTINGUISHERS . • - SPLIT SYSTEM (HVAG) • • Rim TO MECHANICAL DRAWINGS HVAG CONTROL (THERMOSTAT) . • DUCTWORK • • REFER TO MECHANICAL DRAWINGS PLUMBING • . REFER TO PLUMBING DRAWINGS SPRINKLERS • • REFER TO SPRINKLER DRAWINGS SOUTHCENTER WESTFIELD SEATTLE, WASHINGTON UNIT #: 1525 SPRINKLER NOTE AN AUTOMATIC FIRE SPRINKLER SYSTEM 15 EXISTING WITHIN THIS SPACE. THE CONTRACTOR SHALL REWORK AND MODIFY FOR NEW ROOM LAYOUT AND CEILING HEIGHTS IN CONFORMANCE WITH N.F.P.A. 15 STANDARDS AND LOCAL CODES 4 REGULATIONS. ALL WORK SHALL BE DONE BY A QUALIFIED SPRINKLER CONTRACTOR WHO SHALL DE516N AND PREPARE SHOP DRAWINGS AND SUBMIT THEM TO THE LANDLORD FOR APPROVAL PRIOR TO FABRICATION AND INSTALLATION. SPRINKLER CONTRACTOR SHALL BE LANDLORD APPROVED. ALL SELLING AREA SPRINKLER HEADS MUST BE FULLY RECESSED, USE STANDARD HEADS IN OPEN CEILING CONDITIONS. CENTER SPRINKLER HEADS IN CENTER OF TILE WHEN USED. SPRINKLER HEADS MUST BE CONGEALED TYPE IN THE DRYWALL CEILING. PROJECT INFORMATION LANDLORD INFORMATION: WESTFIELD LLG 633 SOUTHCENTER MALL SEATTLE, WA 18188 CONTACT: SCOTT PRIESTER PHONE: 323.518.3841 FAX: MALL INFORMATION: WESTFIELD SOUTHCENTER MALL 610 SOUTHCENTER MALL SEATTLE, WA 418188 TENANT REP: ANDREW GIARROCCHI PHONE: 206.246.0423 FAX STORE ADDRESS: ALDO 6q0 SOUTHCENTER MALL, SPACE to 1525 SEATTLE, WA 18188 MANAGER: N/A PHONE: N/A FAX N/A CLIENT INFORMATION: THE APO GRQUP 2300 EMILE BELANGER VILLE ST- LAURENT, MONTREAL QUEBEC, CANADA, H4R 5J4 PROJECT EADER: MARIE- GHANTAL VILLENSUVE PHONE 51 7 1 -5812 EXT. 6184 FAX 514 741 -6504 ARCHITECT AAD:FITCH, INC. 16455 NORTH SCOTTSDALE RD. SUITE 115 SCOTTSDALE, AZ 85254 PHONE: 480.1418.4200 FAX 480.118.7225 STRUCTURAL ENGINEER: CARUSO TURLEY SCOTT INC. 1215 W. RIO SALADO PKWY, SUITE 200 TEMPE, AZ 85281 PHONE 480.114.1700 FAX 480.174.1701 ELECTRICAL/MECHANICAL ENGINEER: DON PENN CONSULTING ENGINEER 635 WESTPORT PARKWAY, SUITE 500 GRAPEVINE, TX 76051 PHONE: 811.410.2858 FAX 811.251.8411 TYPE OF CONSTRUCTION: LIB - FULLY SPRINKLERED APPLICABLE CONSTRUCTION CODE 2001 SEATTLE BUILDING CODE 200q SEATTLE MECHANICAL CODE 2001 INTERNATIONAL PLUMBING CODE 2008 SEATTLE ELECTRICAL CODE 2001 WASHINGTON STATE ENERGY CODE 2001 SEATTLE FIRE CODE ICC /ANSI A 111.7 4 A.D.A. ALL APPLICABLE AND JURISDICTIONAL ORDINANCES OR AMENDMENTS OF THE STATE OF WASHINGTON OCCUPANCY GROUP: GROUP M (MERCANTILE) OCCUPANT LOAD: SALES STOCK AREA + AREA = # OF OCCUPANTS. 50 300 OID AREA\1 7 00 l = 0 OGGUP. 1366 835 = 41 OCCUPANTS 50 500 T 6� ET SQUARE FOOTAGE : NET SALES AREA NET STOREFRONT AREA: NET STOCKROOM AREA NET WASHROOM AREA TOTAL NET AREA: GROSS AREA TO LEASE LINE 1,041 105 445 50 1,641 2,545 = 0 OCCUP. sq.ft. sq.ft. sq.ft. sq.ft. sq.ft. sq.ft. MALL ADDRESS: 651 SOUTHGENTER MALL SEATTLE, INA GI S I SS SEPARATE PERMIT REQUIRED FOR: d n� ,iod L,,,�fElectricat l Plumbing CiAlis Piping c, of Tukwila EU>`I-.W'NG DIVISION LANDLORD NOTES: TENANT 6.C. MUST ABIDE BY ALL RULES AND REGULATIONS AS SET FORTH IN THE TENANT CONSTRUCTION MANUAL. TENANT 6.C. MUST ATTEND A PRE - CONSTRUCTION MEETING WITH MALL OPERATIONS PRIOR TO STARTING ANY WORK. FILE COPY Permit No., tO Ps'. I'(8 P1.1 review approval is subject to errors and omissions. 12rova1 of constnlction documents does not authorize t , .k 3 ation of any adopted code or ordinance. Receipt o iapprov- + :: : conditions is aclurowledged: By. Date: ..1 /i City Of Tukwila BUILDING DIVISION REVISIONS No changes shall be the to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. REVIEWED FOR CODE COMPLIANCE APPROVED JUL 17 2012 vic City of Tukwila BUILDING DIVISION DATE DRAINING INDEX No. ARCHITECTURAL TS TITLE SHEET X BP BARRICADE PLAN X D M 1 DEMOLITION PLAN 4 ELEVATION X D M 2 DEMOLITION CEILING PLAN X 1 FIXTURE PLAN X 1 A FINISH SCHEDULE X 1 B INTERIOR ELEVATIONS X 1 C INTERIOR ELEVATIONS 2 REFLECTED CEILING PLAN X 2A LIGHT FIXTURE SCHEDULE X 3 CONSTRUCTION PLAN X 3A CONSTRUCTION DETAILS X 3B LIGHT BOX DETAILS X 4 5.F. PLAN, ELEVATION, 4 DETAILS X 4A STOREFRONT SECTIONS X 4B STOREFRONT DETAILS X 4C GENERAL DETAILS X SV SITE VERIFICATION PLAN X No. MECHANICAL / ELECTRICAL M — 1 MECHANICAL PLAN X M -1 A MEGHANIGAL DEMOLITION PLAN X M — 2 MECHANICAL SPECIFICATIONS X P —1 PLUMBING PLAN X E —1 ELECTRICAL /LIGHTING PLAN X E —1 A ELECTRICAL. LEGEND X E — 2 ELECTRICAL PANELS / NOTES X E — 3 ELECTRICAL DETAILS X F— 1 FIRE PROTECTION PLAN X No. MECHANICAL / ELECTRICAL S 1 MOBILE SHELVES X S2 MOBILE SHELF DETAILS S3 STATIONARY SHELVES X MALL ADDRESS: 651 SOUTHGENTER MALL SEATTLE, INA GI S I SS SEPARATE PERMIT REQUIRED FOR: d n� ,iod L,,,�fElectricat l Plumbing CiAlis Piping c, of Tukwila EU>`I-.W'NG DIVISION LANDLORD NOTES: TENANT 6.C. MUST ABIDE BY ALL RULES AND REGULATIONS AS SET FORTH IN THE TENANT CONSTRUCTION MANUAL. TENANT 6.C. MUST ATTEND A PRE - CONSTRUCTION MEETING WITH MALL OPERATIONS PRIOR TO STARTING ANY WORK. FILE COPY Permit No., tO Ps'. I'(8 P1.1 review approval is subject to errors and omissions. 12rova1 of constnlction documents does not authorize t , .k 3 ation of any adopted code or ordinance. Receipt o iapprov- + :: : conditions is aclurowledged: By. Date: ..1 /i City Of Tukwila BUILDING DIVISION REVISIONS No changes shall be the to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. REVIEWED FOR CODE COMPLIANCE APPROVED JUL 17 2012 vic City of Tukwila BUILDING DIVISION DATE EMIS /ISSUED MAY 01, 2012 ALDO / SAJO / L.L., BID 4 PERMIT JUNE 04, 2012 ISSUED FOR CONSTRUCTION JUNE 28, 2012 ISSUED FOR SITE CONDITION JULY 12, 2012 ISSUED FOR CONSTRUCTION - (2ND. RD) 3 101 PRINT DATE 2012 -07 -12 10354 REGISTERED ARCHITECT ?/11/1W- BLAIR S. LEACH STATE OF WASHINGTON 5 2012 -07 -10 PER LANDLORD COMMENT 4 2012 -06 -28 PER FIELD CONDITIONS 3 2012 -05 -30 PER SAJO COMMENTS 2 2012 -05 -30 PER LANDLORD COMMENTS I 2012 -05 -29 PER ALDO COMMENTS NO. DATE REVISION THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF • THE ALDO GROUP AND ITS ASSOCIATED COMPANIES TO EXPLAIN THE 3� {� uiPi�Y [aK LAYOUT AND SERVICES REQUIREMENTS FOR THE TRADE FIXTURES OR TO EXPLAIN COMPANY CONSTRUCTION STANDARDS. ALL DIMENSIONS SHALL BE VERIFIED ON SITE. ALL ERRORS AND DISCREPANCIES SHALL BE REPORTED TO THE OWNER BEFORE PROCEEDING WITH THE WORK. NO DIMENSIONS SHOULD BE MEASURED ON THE DRAWING. DIMENSIONS AND AREAS ON THIS DRAWING ARE FOR INFORMATION ONLY AAD:FITCH, Inc. KEY PLAN LEVEL N.T.S. ALDO RECEIVED SPACE NO. 1525 JUL 132012 IT CENTER ITCH P.N. ADO12005 16435 North Scottsdale Rd. Suite 195 Scottsdale, Arizona 85254 T +1 480 998 4200 F +1 480 998 7223 www.FITCH.com :144th :R • 146th !t =4 Slgtkb =3i 1 REVISION N(}: 2 G R O U P E 2300 EMILE— BELA \GER, v10 \TREAL QUEBEC, CANADA, H4R 3J4 TEL: (514) 747 -2536 FAX: (514) 747 -6504 PROJET /PROJECT: ALDO SOUTHCENTER WESTF I ELD SEATTLE, WASH I NGTON TITRE /TITLE: ba%*11-18 TITLE SHEET PROJET NO. /PROJECT NO. 2 161 ECHELLE /SCALE: DESSINE /DRAWN: A.M.J. VERIFIE /CHEC�K/ED: KS. H: \Omega \ALDO \AD012005 — South Center Shopping Town \Cad \2167_1.dwg CONCEPT, ANNEE /YEAR: AA06 PAGE: BARRICADE WALL CONSTRUCTION: 3 %" METAL STUDS INSTALLED @ I6" G /C. 5/e' THICK GYPSUM BOARD, TYPE X, FROM SLAB TO 12' -0" A.F.F. BARRICADE WALL DETAIL 5" = 1'-0" ALL LETTERS ARE WHITE "MACTAC" VINYL TRANSFERS DIMENSIONS 4 SPECS AS SUPPLIED BY THE ALDO GROUP NOTE: FONTS FOR CONTENTS OF LOCATION ONLY. THE CONTENT TEXT MAY VARY A COVER THE TOP W/ HEAVY DUTY PLASTIC SHEETING (MAKE IT GLEAN) —� BARRICADE PROVIDED BY THE OWNER OR GENERAL CONTRACTOR - TO BE CONFIRMED AS PER PROJECT / CENTERED LOGO & TEXT EQ. 6' -33/8' EQ. / FINISH: PAINTED BLACK EQUAL JOINTED PINE DOOR MOULDING, FINISH PAINTED SAME AS WALLS EQUAL ± 28' -4" ALDO'S BARRICADE STOREFRONT / c JOINTED PINE WOODEN BASEBOARD 3/8" TH. x 4" HIGH, FINISH: PAINTED, "BENJAMIN MOORE" *2121 -30 "PEWTER" OIL BASE SEMI 6L055 BARRICADE FRONT ELEVATION 1/4" = I' -0" LANDLORD NOTES: THIS TYPE OF BARRICADE 15 BY TENANT 6.G. PLEASE PROVIDE A BARRICADE GRAPHICS PACKAGE SEPARATELY FOR REVIEW AND APPROVAL. ALDO DATE N + MAY 01, 2012 ALDO / SAJO / L.L., BID $ PERMIT JUNE 04, 2012 ISSUED FOR CONSTRUCTION JUNE 28, 2012 ISSUED FOR SITE CONDITION JULY 12, 2012 ro CD __ o ALIDO , DOUBLE DOOR (2x) 3' 7' csi rI `\ / / / \ \ / / / OPE NG N�\ � � , SOO N N In I N cv I -0" x -0" > \ \ \ APPLY careers@aldogroup.com BEFORE YOUR FRIENDS DO. 1 (RESUME REFERENCE; )XXX) ALDOSHOES.COM \ [ FINISH: PAINTED BLACK EQUAL JOINTED PINE DOOR MOULDING, FINISH PAINTED SAME AS WALLS EQUAL ± 28' -4" ALDO'S BARRICADE STOREFRONT / c JOINTED PINE WOODEN BASEBOARD 3/8" TH. x 4" HIGH, FINISH: PAINTED, "BENJAMIN MOORE" *2121 -30 "PEWTER" OIL BASE SEMI 6L055 BARRICADE FRONT ELEVATION 1/4" = I' -0" LANDLORD NOTES: THIS TYPE OF BARRICADE 15 BY TENANT 6.G. PLEASE PROVIDE A BARRICADE GRAPHICS PACKAGE SEPARATELY FOR REVIEW AND APPROVAL. ALDO DATE EMIS /ISSUED MAY 01, 2012 ALDO / SAJO / L.L., BID $ PERMIT JUNE 04, 2012 ISSUED FOR CONSTRUCTION JUNE 28, 2012 ISSUED FOR SITE CONDITION JULY 12, 2012 ISSUED FOR CONSTRUCTION - (2ND. RD.) 28'- 4 "ALDO'S STOREFRONT BARRICADE BARRICADE PLAN 1/4" = I' -0" PRINT DATE 2012 -07 -12 10354 REGISTERED ARCHITECT 7/TV10 BLAIR S. LEACH STATE OF WASHINGTON 2012 -06 -23 2012 -05 -30 PER FIELD CONDITIONS PER LANDLORD COMMENTS REVISION THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ALDO GROUP AND ITS ASSOCIATED COMPANIES TO EXPLAIN THE LAYOUT AND SERVICES REQUIREMENTS FOR THE TRADE FIXTURES OR TO EXPLAIN COMPANY CONSTRUCTION STANDARDS. ALL DIMENSIONS SHALL BE VERIFIED ON SITE. ALL ERRORS AND DISCREPANCIES SHALL BE REPORTED TO THE OWNER BEFORE PROCEEDING WITH THE WORK. NO DIMENSIONS SHOULD BE MEASURED ON THE DRAWING. DIMENSIONS AND AREAS ON THIS DRAWING ARE FOR INFORMATION ONLY AAD:FITCH, Inc. PITCH 16435 North Scottsdale Rd. Suite 195 Scottsdale, Arizona 85254 T +1 480 998 4200 F +1 480 998 7223 www.FITCH.com REVISION N0,? bk)Atte REVIEWED FOR CODE COMPLIANCE APPROVED JUL 17 2012 City of Tukwila BUILDING DIVISION RECEIVED JUL 13 2012 PERMIT CENTER H: \Omega \ALDO \AD012005 — South Center Shopping Town \Cad \2167_1.dwg P.N. AD012005 G R• O U P •E 2300 EV11LE -BELAY GER, N ONTREAL QUEBEC, CANADA, H4R 3J4 TEL.: (514) 747 -2536 FAX: (514) 747 -6504 PROJET /PROJECT: ALDO SOUTHGENTER INESTF I ELD SEATTLE, WASHINGTON TITRE /TITLE: BARRICADE PLAN PROJET NO. /PROJECT N0. 2161 ECHELLE /SCALE: DESSINE /DRAWN: A.M.J. VERIFIE /CHECKED: K.S. CONCEPT, ANNEE /YEAR: AA06 PAGE: 3, -8" —(E) DEMISING PARTITION TO REMAIN f ,tl r r .? 1, o ..t- E. F K �.:alI Y +. Cr . F 1 iiY } 1 ri P i ��°°a . iA ADJACENT I TENANT : * +.i C Z l rx z z 5 n F. { I} t h t rl r- rF I i' r `YY , �; a 1 ', r' b I S ,�a h AY+ 7d 1 REMOVE EXISTING WALL FINISH DOWN TO ORIGINAL DRYWALL SURFACE OF DEMISING WALL. EG: PANELING, WALL COVERING, SLATWALL, FURRING, ETC. 1 I S is 1 t�f 4 f Y Ti h n 1. $ 1 T tt +r � 1 N ! }J ...� C �. `p4s > � I .re._. a�irti.�'a:k�1�l.,...,4,.. ADJACENT TENANT —(E) DEMISING PARTITION TO REMAIN (N) DEMISING PARTITION SY LANDLORD (E) PARTITION FURRING TO BE REMOVED (E) STRUCTURAL COLUMN TO REMAIN, EXISTING COLUMN FURRING TO BE REMOVED (E) PARTITION FURRING TO BE REMOVED ALL (E) FITTING ROOM CARPET FLOOR FINISH TO BE REMOVED IN ITS ENTIRETY. G.G. TO GLEAN AND PREPARE EXISTING CONCRETE SLAB TO RECEIVE NEW FINISHES, (TYPICAL) (E) PARTITION TO BE REMOVED 4R.0T5 L SALES AREA WALLS FLOOR FIXTURES E TO BE REMOVED IN THIER ENTIRETY. G.G. TO BE AWARE DEMOLITION IN THIS AREA 15 TO BE PERFORMED BY THE LANDLORD IF IT HAS NOT ALREADY BEEN REMOVED. (E) PARTITION TO BE REMOVED ALL (E) SALES AREA STAINED/POLISHED CONCRETE SEALER TO BE REMOVED IN ITS ENTIRETY. G.C. TO GLEAN AND PREPARE EXISTING A CONCRETE SLAB TO RECEIVE NEV FINISHES, (TYPICAL) —, (E) SALES I (E) RECESSED STOREFRONT FLOOR FINISH TO BE REMOVED IN ITS ENTIRETY (N) DEMISING PARTITION BY LANDLORD - DOOR OPENING TO BE PROVIDED BY L.L. ALL (E) FITTING ROOM CARPET FLOOR FINISH TO BE REMOVED IN ITS ENTIRETY. 6.0. TO CLEAN AND PREPARE EXISTING CONCRETE SLAB TO RECEIVE NEW FINISHES, (TYPICAL) (N) DEMISING PARTITION BY LANDLORD. MALL SERVICE' CORRIDOR zl ; DEMOLITION PLAN SCALE 1/4 I' -0" PORTION OF REAR DEMISING PARTITION TO BE REMOVED (E) PARTITION FURRING TO BE REMOVED �r h 5 (� - Sril i; yS .i t.. d b t � 4 b t d4 -..�lo REMOVE EXISTING CASHWRAP 4 BACKWRAP- (E) STRUCTURAL COLUMN TO REMAIN, EXISTING COLUMN FURRING TO BE REMOVED (E) PARTITION FURRING TO BE REMOVED �.5 77 S_ ft <. c F V' 7 1 i � N , 7 x r .... �,at.c ., „x�v�44�r,.o..•r.,a li Y. :: i 7+ i Ei � ,...,,tYM�x��rb, t_ t1 it : +: i ,_ t s r ni . J I r i .� {..:SM�V.fi df cnk. [ 1511C{E-'Ydt �C, „..4GY 1361. —(E) DEMISING PARTITION TO REMAIN ADJACENT TENANT (E) STRUCTURAL COLUMN TO REMAIN FLOOR FINISHES : REMOVE AND DISPOSE OF ALL EXISTING FLOOR FINISHES (CARPET, V.G.T., CERAMIC TILE, WOOD FLOORING, ETC.) INCLUDING REMOVAL OF ALL ADHESIVES/BONDING AGENTS THAT ARE FOUND UNDER THE EXISTING FLOOR FINISHES. EXISTING SLAB MUST BE CLEAN, PATCH, S REPAIRED AND READY TO RECEIVE NEW FLOOR FINISHES. PARTITIONS : REMOVE AND DISPOSE OF ALL PARTITIONS (DRYWALL, BLOGKWALL, ETC.) AND RELATED ATTACHMENT ACCESSORIES AS OUTLINED ON THE DRAWINGS. CEILINGS = REMOVE AND DISPOSE OF ALL CEILING (ACOUSTIC TILE, DRYWALL, ETC..) AND RELATED ATTACHMENT ACCESSORIES AS OUTLINED ON THE DRAWINGS. STOREFRONT : REMOVE AND DISPOSE OF ALL STOREFRONT ITEMS (GLAZING, GLASS DOORS, SLIDING DOOR GRILLES, ETC.) AND RELATED ATTACHMENT ACCESSORIES AS OUTLINED ON THE DRAWINGS. Egaggr REMOVE AND DISPOSE OF ALL FLOOR FIXTURES, DISPLAY RACKS, CASH COUNTERS, WALL HANGINGS SYSTEMS, STORAGE UNITS, PLATFORMS, ETC., AS OUTLINED ON THE DRAWINGS. E EGTRIGAL : SUB -TRADE 15 TO GUT -OFF ELECTRICAL POWER. REMOVE AND DISPOSE OF ALL ELECTRICAL ITEMS SUCH AS (ELECTRICAL FIXTURES, WIRING, OUTLETS CONDUITS, ETC.) EXCEPT: TRANSFORMERS, PANELS, DISCONNECT SWITCHES AND MAIN FEEDER LINE. HVAG HVAC SUB -TRADE 15 TO EXECUTE WORKS IF PARTIAL MODIFICATIONS ARE REQUIRED TO EXISTING DUCTWORK, DEMOLITION SUB -TRADE 15 TO EXECUTE THE FOLLOWING: REMOVE ALL GRILLES /DIFFUSERS, FLEXIBLE DUCTWORK, AND RIGID DUCTWORK (IF RIGID DUCTWORK 15 REMOVED IN TOTALITY). ALL HVAC EQUIPMENT SUCH AS ROOF TOP UNITS, V.A.V. BOXES, COMPRESSORS, CONDENSERS, CONTROL WIRING, ETC. ARE TO BE REMOVED BY HVAC SUB- TRADE. PLUMBING : ALL DEMOLITION WORKS PERTAINING TO THE PLUMBING WORKS 15 TO BE EXECUTED BY THE PLUMBING SUB- TRADE. SPRINKLER : ALL DEMOLITION WORKS PERTAINING TO THE SPRINKLERS WORKS 15 TO BE EXECUTED BY THE SPRINKLER SUB- TRADE. GENERAL NOTEEx G.G. MUST VERIFY ALL SITE CONDITIONS BEFORE REMOVAL BEGINS. G.C. CONTRACTOR SHALL COMPLETE SITE SURVEY AND GHEKLIST ON SHELL PLAN SUPPLIED BY TENANT, TRANSCRIBE ALL CRITICAL DIMENSIONS IN PLAN , SECTION AND OF DETAILS OF DEMISING WALL CAPS AND BULKHEAD, FORWARD IMMEDIATELY TO TENANT. G.G. WILL VERIFY ALL EXISTING SITE CONDITIONS AND ENSURr- THAT THE DEMOLITION DOES NOT INTERFERE WITH THE NEW DESIGN CONCEPT. IN THE CASE OF A RENOVATION OF AN EXISTING ALDO GROUP STORE , ALL ELECTRICAL ACCESSORIES, SUSPENDED FIXTURES, STOCKROOM SHELVING OR SHELVING SYSTEM REMAIN THE PROPERTY OF THE ALDO GROUP. G.G. MUST ADVISE THE ALDO GROUP BEFORE DISPOSING OF ANY ITEMS. G.C. MUST ENSURE THAT NO DAMAGE 15 DONE TO REMAINING PARTS OF BUILDING. G.G. MUST FURNISH AND INSTALL BOARDING AT STOREFRONT AND MUST CONFORM WITH THE MALL CRITERIA. G.G. MUST ENSURE THAT EXISTING SPRINKLER SYSTEM 15 ADAPTED TO NEW DESIGN, AND MUST COORDINATE ALL WORK WITH MECHANICAL AND ELECTRICAL, PLUMBING. CONTRACTOR SHALL PATCH AND REPAIR ALL EXISTING WORK TO BE REUSED WHICH 15 AFFECTED BY DEMOLITION. IF ASBESTOS APPLIED BY PROJECTION OR TROWEL IS FOUND DURING DEMOLITION, HALT ALL RELATED WORK AND ADVISE TENANT IMMEDIATELY. ALL DEMOLITION WORK MUST BE PERFORMED BY RELATED SUB -TRADE CONTRACTOR AS OUTLINED ON THE DRAWINGS INCLUDING BUT NOT LIMITED TO THE FOLLOWING : REMOVE EXISTING WALL FINISH DOWN TO ORIGINAL DRYWALL. SURFACE OF DEMISING WALL. EG PANELING, WALL COVERING, SLATWALL, FURRING, ETC. WALL TYPE LE6END f // / / / //, DEMISING WALL AND COLUMNS EXISTING WALL TO REMAIN WALL TO BE REMOVED 6ea AFL GoNTRAGTOR NOTS 6.G. SHALL MAINTAIN EXIST. EXITS AS REQUIRED BY LOCAL AUTHORITY. G.G. SHALL MAINTAIN @ THE JOBSITE DURING DEMOLITIONS CONSTRUCTION A MIN. OF 1 -2A IOBG FIRE EXTINGUISHER WITH 15 FEET OF WORK. G.G. SHALL REMOVE DEBRI DAILY - COORDINATE W/ MALL PROPERTY MANAGEMENT. G.G. SHALL DISPOSE OF DEBRI IN A LAWFUL MANNER 4 WHEN REQUIRED BY LOCAL AUTHORITY PARTICIPATE. IN RECYCLING PROGRAM(5). IT 15 G.G. RESPONSIBILITY TO SHORE OR OTHERWISE BRACE /PROTECT EXISTING ITEMS TO REMAIN. G.G. SHALL MAINTAIN THE FIREPROOFING OF ALL STRUCTURAL ELEMENTS AS REQUIRED BY CODE. ANY DAMAGE TO EXISTING FIREPROOFING SHALL BE REPAIRED/ REPLACED BY CONTRACTOR. PRIOR TO SMUTTING OR COREDRILLING THE EXISTING, CONCRETE SLAB. G.G. SHALL PERFORM NON - DESTRUCTIVE TESTING TO LOCATE REINFORCING WITHIN SLABS OTHER UTILITIES THAT MAY SE BELOW SLAB. G.G. SHALL OBTAIN LANDLORD APPROVAL PRIOR TO PERFORMING ANY SAWGUTTING OR GORE DRILLING. IF ANY UTILITIES OR MAJOR STRUCTURAL REINFORCING 15 IN CONFLICT W/ NEW WORK. G.C. SHALL NOTIFY TENANT ARCHITECT IMMEDIATELY, (E) BULKHEAD TO REMAIN (E) STOREFRONT GLAZING SYSTEM TO BE REMOVED (E) CHANNEL REVEAL TO BE REMOVED (E) NEUTRAL PIER TO REMAIN (E) STOREFRONT PARTITION TO BE REMOVED (E) STOREFRONT TENANT FACADE TO BE REMOVED- ADJACENT TENANT (E) STOREFRONT 516NAGE TO BE REMOVED IN ITS ENTIRETY —(E) DEMISING PARTITION TO REMAIN (E) STOREFRONT GLAZING SYSTEM TO BE REMOVED (E) MALL NEUTRAL TO REMAIN (E) STOREFRONT PARTITION TO BE REMOVED LEASE LINE (E) STOREFRONT GLAZING SYSTEM TO BE REMOVED (E) STOREFRONT GLASS ENTRY DOORS TO BE REMOVED (E) STOREFRONT PARTITION TO BE REMOVED LEASE LINE (E) STOREFRONT GLAZING SYSTEM TO BE REMOVED (E) STOREFRONT PARTITION TO BE REMOVED (E) MALL NEUTRAL TO REMAIN (E) STOREFRONT TENANT FACADE TO BE REMOVED 1 7- /, — 7— —1—F- — -7' - 7, _ / /// // 1 /�,�/����/ / // 1//iL _! _ —,1Z fi _ _ _ /L 1 / ,/ / 1 )0 /% /�,, q 1 !'I 1 I v' j%/ . 1 �// / �// I h /� �% / 1 1 E/ 4) /1 e / /4 /1 1 /// 1 / j �� 1 ;ji / %A id',9 / 1 /� /// /� // I / / / MALL I (E) BULKHEAD TO REMAIN —(E) CHANNEL REVEAL TO 5E REMOVED LL (E) NEUTRAL PIER TO REMAIN (E) STOREFRONT PARTITION TO BE REMOVED (E) STOREFRONT GLAZING SYSTEM TO BE REMOVED DEMOLITION ELEVATION SCALE: 1/4".I'-0” (E) STOREFRONT PARTITION TO BE REMOVED (E) STOREFRONT GLASS ENTRY DOORS TO BE REMOVED (E) STOREFRONT GLAZING SYSTEM TO BE REMOVED— REVISION NO z b\)-% REVIEWED FOR ODE COMPLIANCE APPROVED 'JUL 17 2012 City of Tukwila BUILDING DIVISION RECEIVED JUL 13 2012 PERMIT CENTER H: \Omega \ALDO \AD012005 — South Center Shopping Town \Cad \2167_1.dwg ALDO DATE EMIS /ISSUED MAY 01, 2012 ALDO / SAJO / L.L., BIDS PERMIT JUNE 04, 2012 ISSUED FOR CONSTRUCTION JUNE 25, 2012 ISSUED FOR SITE CONDITION JULY 12, 2012 ISSUED FOR CONSTRUCTION - (2ND. RD.) PRINT DATE 2012 -07 -12 7r►v,7- BLAIR S. LEACH STATE OF WASHINGTON 4 2012 -06 -25 PER FIELD CONDITIONS 5 2012 -05 -30 PER 5AJ0 COMMENTS NO. DATE REVISION THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ALDO GROUP AND ITS ASSOCIATED COMPANIES TO EXPLAIN THE LAYOUT AND SERVICES REQUIREMENTS FOR THE TRADE FIXTURES OR TO EXPLAIN COMPANY CONSTRUCTION STANDARDS. ALL DIMENSIONS SHALL BE VERIFIED ON SITE. ALL ERRORS AND DISCREPANCIES SHALL BE REPORTED TO THE OWNER BEFORE PROCEEDING WITH THE WORK. NO DIMENSIONS SHOULD BE MEASURED ON THE DRAWING. DIMENSIONS AND AREAS ON THIS DRAWING ARE FOR INFORMATION ONLY AAD:FITCH, Inc. PITCH 16435 North Scottsdale Rd. Suite 195 Scottsdale, Arizona 85254 T +1 480 998 4200 F +1 480 998 7223 www.FITCH.com P.N. A17012005 ALDO G R O UP E 2300 ENILE— BELANGER, IVONTREAL QUEBEC, CANADA, H4R 3J4 TEL.: (514) 747 -2536 FAX: (514) 747 -6504 PROJET /PROJECT: ALDO SOUTHOENTER INESTF I ELI, SEATTLE, INASHI NGTON TITRE /TITLE: DEMOLITION PLAN 4 ELEVATION PROJET NO. /PROJECT NO. 2161 DESSINE /DRAWN: A.M.J. ECHELLE /SCALE: IMMO NM VERIFIE /CHECKED: K.5. CONCEPT, ANNEE /YEAR: AA06 PAGE: DM I (E) SPRINKLER HEAD (TYP.) (E) DEMISING PARTITION TO REMAIN ADJACENT TENANT (E) SPRINKLER LINE. G.G. TO REFER TO SPRINKLER DRAWINGS FOR MORE INFO. CONCERNING PROPOSED SCOPE OF WORK. (TYP.) (E) ELECTRICAL CONDUIT. G.G. TO REFER TO ELECTRICAL DRAWINGS FOR MORE INFO. CONCERNING PROPOSED SCOPE OF WORK. (TYP) (E) HARD —LID CEILING, GYP. BD. SOFFITS, 4 LIGHT FIXTURES TO BE REMOVED IN THEIR ENTIRETY ALL EXISTING CEILING ACCESS PANELS ARE TO BE REMOVED IN THEIR ENTIRETY. (TYP.) 4 ! 5 L!' 'l T 71 t f 1 Llt t- � Il � ikk � a r c f 'G 1 f � T M FcE I 55f Ax F� i f }.. L., h e '3, T'" � l y Y i 1. r r t [� L KJ i'' FY I T Z Jf L�. ! L 3 r J11,'. - 1 S t ,qq i.. • � -= _ I tw r . a F 4g Fi I t r F d '9 i � k I 1 k t I� fi i 4 c la,>r1x. ,.,..� :_f ,..0 tti (E) SPRINKLER LINE. &C. TO REFER TO SPRINKLER DRAWINGS FOR MORE INFO. CONCERNING PROPOSED SCOPE OF WORK. (TYP.) E A- t� L r.• I r i 1 I iL ADJACENT TENANT (E) DEMISING PARTITION TO REMAIN _ a t Ei h i��_l (E) MECHANICAL DUCTS 4 EQUIPMENT. SEE MECHANICAL DRAWINGS FOR DETAILS. (TYP) (E) SPRINKLER HEAD (TYP) (E) SALES I G.G. TO BE AWARE DEMOLITION IN THIS AREA IS TO BE PERFORMED BY THE LANDLORD IF IT HAS NOT ALREADY BEEN REMOVED. (E) HARD —LID CEILING, GYP. BD. SOFFITS, 4 LIGHT FIXTURES TO BE REMOVED IN THEIR ENTIRETY (E) HVAG EQUIPMENT. SEE MECHANICAL DRAWINGS FOR DETAILS. (TYP.) NOTE ALL EXISTING EMERGENCY LIGHTING, E> IT SIGNAGE, 4 SOUND SYSTEM EQUIPMENT ARE TO BE ZEMOVED IN THEIR ENTIR:TY, UNLESS OTHERWISE 4OTED. FOR MECHANICAL, ELECTRICAL, HVAG AND SPRINKLER MODIFICATIONS AND REMOVAL, REFER TO ENGINEERS DRAWINGS (E) MECHANICAL DUCTS 4 EQUIPMENT. SEE MECHANICAL DRAWINGS FOR DETAILS. (TYP) (E) SPRINKLER LINE. G.C. TO REFER TO SPRINKLER DRAWINGS FOR MORE INFO. CONCERNING PROPOSED SCOPE OF WORK. (TYP.) EASE LINE (E) STOREFRONT LIGHT FIXTURES 4 TRACK TO BE REMOVED E) STOREFRONT LIGHT FIXTURES TO BE REMOVED IN THEIR 1 ENTIRETY. ALDO DATE E EM'S ISSUED MAY 01, 2012 ALDO / SAJO / L.L., BID 4 PERMIT JUNE 04, 2012 ISSUED FOR CONSTRUCTION JUNE 28, 2012 ISSUED FOR SITE CONDITION JULY 12, 2012 ISSUED FOR CONSTRUCTION — (2ND. RD.) ALL EXISTING CEILING ACCESS PANELS ARE TO BE REMOVED IN THEIR ENTIRETY. (TYP) —. (E) MALL BULKHEAD MALL NOTE G.G. TO BE AWARE THAT ALL RECESSED DOWN LIGHTS IN THE FITTING ROOM AREA ARE TO BE REMOVED IN THEIR ENTIRETY. NOTE: ALL EXISTING LIGHT FIXTURES 4 TRACK ARE TO BE REMOVED IN THEIR ENTIRETY, UNLESS OTHERWISE NOTED. (E) RECESSED STOREFRONT LIGHT FIXTURES TO BE REMOVED IN THEIR ENTIRETY (TYP) (E) MECHANICAL DUCTS 4 EQUIPMENT SEE MECHANICAL DRAWINGS FOR DETAILS. (TYP) . (E) SALES I E) MALL BULKHEAD 1 1 1..._..- _.........__.._1_I i LEASE E) STOREFRONT LIGHT FIXTURES TO BE REMOVED IN THEIR ENTIRETY. MALL SERVICE' CORRIDOR PRINT DATE 2012 -07 -12 LINE i� f 10354 REGISTERED ARCHITECT .v f d, x , f h. I k � }f N 5 4 it r t (, t tilt . I' 1n.. I. rl ' iyv'a t b:L ,�6 i .��. «Jsfiil.i. n aAs,t� >.k�9 DEMOLITION C ILIN6 PLAN SCALE I/4 " :I' -0" (E) DEMISING PARTITION TO REMAIN (E) PLUMBING LINE, G.C. TO REFER TO ENGINEERING DRAWINGS FOR MORE INFO. ADJACENT I TENANT (E) MECHANICAL DUCTS 4 EQUIPMENT. SEE MECHANICAL DRAWINGS FOR DETAILS. (TYP) (E) SPRINKLER LINE. 6.C. TO REFER TO SPRINKLER DRAWINGS FOR MORE INFO. CONCERNING PROPOSED SCOPE OF WORK. (TYP) FLOOR FINISHES : REMOVE AND DISPOSE OF ALL EXISTING FLOOR FINISHES (CARPET, V.G.T., CERAMIC TILE, WOOD FLOORING, ETC) INCLUDING REMOVAL OF ALL ADHESIVES/BONDING AGENTS THAT ARE FOUND UNDER THE EXISTING FLOOR FINISHES. EXISTING SLAB MUST BE GLEAN, PATCH, 4 REPAIRED AND READY TO RECEIVE NEW FLOOR FINISHES. PARTITIONS : REMOVE AND DISPOSE OF ALL PARTITIONS (DRYWALL, BLOGKWALL, ETC) AND RELATED ATTACHMENT ACCESSORIES AS OUTLINED ON THE DRAWINGS. CEILINGS : REMOVE AND DISPOSE OF ALL CEILING (ACOUSTIC TILE, DRYWALL, ETC) AND RELATED ATTACHMENT ACCESSORIES AS OUTLINED ON THE DRAWINGS. STOREFRONT REMOVE AND DISPOSE OF ALL STOREFRONT ITEMS (GLAZING, GLASS DOORS, SLIDING DOOR GRILLES, ETC) AND RELATED ATTACHMENT ACCESSORIES AS OUTLINED ON THE DRAWINGS. =E : REMOVE AND DISPOSE OF ALL FLOOR FIXTURES, DISPLAY RACKS, GASH COUNTERS, WALL HANGINGS SYSTEMS, STORAGE UNITS, PLATFORMS, ETC., AS OUTLINED ON THE DRAWINGS. gLEGTRIGAL : SUB —TRADE 15 TO GUT —OFF ELECTRICAL POWER. REMOVE AND DISPOSE OF ALL ELECTRICAL ITEMS SUCH AS (ELECTRICAL FIXTURES, WIRING, OUTLETS CONDUITS, ETC.) EXCEPT: TRANSFORMERS, PANELS, DISCONNECT SWITCHES AND MAIN FEEDER LINE. W HVAG SUB —TRADE 15 TO EXECUTE WORKS IF PARTIAL MODIFICATIONS ARE REQUIRED TO EXISTING DUCTWORK, DEMOLITION 50—TRADE 15 TO EXECUTE THE FOLLOWING: REMOVE ALL GRILLES /DIFFUSERS, FLEXIBLE DUCTWORK, AND RIGID DUCTWORK (IF RIGID DUCTWORK 15 REMOVED IN TOTALITY). ALL HVAG EQUIPMENT SUCH AS; ROOF TOP UNITS, V.A.V. BOXES, COMPRESSORS, CONDENSERS, CONTROL WIRING, ETC. ARE TO BE REMOVED BY HVAC SUB— TRADE. PLUM8IN6 : ALL DEMOLITION WORKS PERTAINING TO THE PLUMBING WORKS 15 TO BE EXECUTED BY THE PLUMBING SUB— TRADE. SPRINKLER : ALL DEMOLITION WORKS PERTAINING TO THE SPRINKLERS WORKS 15 TO BE EXECUTED BY THE SPRINKLER SUB— TRADE. GENERAL NOTES: 6.C. MUST VERIFY ALL SITE CONDITIONS BEFORE REMOVAL BEGINS. G.C. CONTRACTOR SHALL COMPLETE SITE SURVEY AND CHEKLIST ON SHELL PLAN SUPPLIED BY TENANT, TRANSCRIBE ALL CRITICAL DIMENSIONS IN PLAN , SECTION AND OF DETAILS OF DEMISING WALL CAPS AND BULKHEAD, FORWARD IMMEDIATELY TO TENANT. G.G. WILL VERIFY ALL EXISTING SITE CONDITIONS AND ENSURE THAT THE DEMOLITION DOES NOT INTERFERE WITH THE NEW DESIGN CONCEPT. IN THE CASE OF A RENOVATION OF AN EXISTING ALDO GROUP STORE , ALL ELECTRICAL ACCESSORIES, SUSPENDED FIXTURES, STOCKROOM SHELVING OR SHELVING SYSTEM REMAIN THE PROPERTY OF THE ALDO GROUP. G.C. MUST ADVISE THE ALDO GROUP BEFORE DISPOSING OF ANY ITEMS. G.G. MUST ENSURE THAT NO DAMAGE 15 DONE TO REMAINING PARTS OF BUILDING. 6.C. MUST FURNISH AND INSTALL BOARDING AT STOREFRONT AND MUST CONFORM WITH THE MALL CRITERIA. 6.G. MUST ENSURE THAT EXISTING SPRINKLER SYSTEM 15 ADAPTED TO NEW DESIGN, AND MUST COORDINATE ALL WORK WITH MECHANICAL AND ELECTRICAL, PLUMBING. CONTRACTOR SHALL PATCH AND REPAIR ALL EXISTING WORK TO BE REUSED WHICH 15 AFFECTED BY DEMOLITION. IF ASBESTOS APPLIED BY PROJECTION OR TROWEL 15 FOUND DURING DEMOLITION, HALT ALL RELATED WORK AND ADVISE TENANT IMMEDIATELY. ALL DEMOLITION WORK MUST BE PERFORMED BY RELATED SUB —TRADE CONTRACTOR AS OUTLINED ON THE DRAWINGS INCLUDING BUT NOT LIMITED TO THE FOLLOWING ALL EXISTING CEILING ACCESS PANELS ARE TO BE REMOVED IN THEIR ENTIRETY. (TYP) (E) HARD —LID CEILING, GYP. BD. SOFFITS, 4 LIGHT FIXTURES TO BE REMOVED IN THEIR ENTIRETY SEN AL CONTRACTOR NOTE: G.G. SHALL MAINTAIN EXIST. EXITS AS REQUIRED BY LOCAL AUTHORITY. G.C. SHALL MAINTAIN @ THE JOBSITE DURING DEMOLITION 4 CONSTRUCTION A MIN. OF I- 2AIOBG FIRE EXTINGUISHER WITH '15 FEET OF WORK. G.G. SHALL REMOVE DEBRI DAILY — COORDINATE W/ MALL PROPERTY MANAGEMENT. G.C. SHALL DISPOSE OF DEBRI IN A LAWFUL MANNER 4 WHEN REQUIRED BY LOCAL AUTHORITY PARTICIPATE IN RECYCLING PROGRAM(5). IT 15 G.G. RESPONSIBILITY TO SHORE OR OTHERWISE BRACE /PROTECT EXISTING ITEMS TO REMAIN. G.G. SHALL MAINTAIN THE FIREPROOFING OF ALL STRUCTURAL ELEMENTS AS REQUIRED BY CODE. ANY DAMAGE TO EXISTING FIREPROOFING SHALL BE REPAIRED/ REPLACED BY CONTRACTOR. PRIOR TO SAWCUTTIN6 OR GOREDRILLING THE EXISTING, CONCRETE SLAB. G.G. SHALL PERFORM NON — DESTRUCTIVE TESTING TO LOCATE REINFORCING WITHIN SLAB 4 OTHER UTILITIES THAT MAY BE BELOW SLAB. G.C. SHALL OBTAIN LANDLORD APPROVAL PRIOR TO PERFORMING ANY SAWCUTTING OR CORE DRILLING. IF ANY UTILITIES OR MAJOR STRUCTURAL REINFORCING 15 IN CONFLICT W/ NEW WORK. 6.C. SHALL NOTIFY TENANT 4 ARCHITECT IMMEDIATELY. 6.G. SHALL PROTECT IN PLACE ALL UTILITY LINES 4 EQUIPMENT THAT SERVES OTHER TENANTS WITHIN THE MALL. 6.G. TO VERIFY W/ MALL MANAGEMENT 4 IN THE CASE OF CONFLICT IN/ NEW WORK, NOTIFY ARCHITECT 4 TENANT IMMEDIATELY. (E) MECHANICAL DUCTS 4 EQUIPMENT. SEE MECHANICAL DRAWINGS FOR DETAILS. (TYP) ADJACENT TENANT (E) DEMISING PARTITION TO REMAIN REVISION N0.? bO -• 11A, REVIEWED FOR CODE COMPLIANCE APPROVED V.......1 7/11/10. BLAIR S. LEACH STATE OF WASHINGTON 4 2012 -06 -28 PER FIELD CONDITIONS NO. DATE REVISION THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF . THE ALDO GROUP AND ITS ASSOCIATED 'COMPANIES TO EXPLAIN THE LAYOUT AND SERVICES REQUIREMENTS FOR THE TRADE FIXTURES OR • TO EXPLAIN COMPANY CONSTRUCTION STANDARDS. ALL DIMENSIONS SHALL BE VERIFIED ON SITE. ALL ERRORS AND DISCREPANCIES SHALL BE REPORTED TO THE OWNER BEFORE PROCEEDING WITH THE WORK. NO DIMENSIONS SHOULD BE MEASURED ON THE DRAWING. DIMENSIONS AND AREAS ON THIS DRAWING ARE FOR INFORMATION ONLY AAD:FITCH, Inc. FITCH 16435 North Scottsdale Rd. Suite 195 Scottsdale, Arizona 85254 T +1 480 998 4200 F+1 480 998 7223 www.FITCH.com P.N. ADO 12005 IJUL 17 2012 City of Tukwila BUILDING DIVISION RECEIVED JUL 13 2012 PERMIT CENTER H: \Omega \ALDO \AD012005 — South Center Shopping Town \Cad \2167_1.dwg ALDO G R O U P E 2300 EMILE- BELA \GER, MONTREAL QUEBEC, CA \ADA, H4R 3J4 TEL.: (514) 747 -2536 FAX: (514) 747 -6504 PROJET /PROJECT: ALDO SOUTHGENTER kNESTF I ELD SEATTLE, 1NASH I NGTON TITRE /TITLE: DEMOLITION CEILING PLAN PROJET NO. /PROJECT NO. 2161 DESSINE /DRAWN: A.M.J. ECHELLE /SCALE: VERIFIE /CHECKED: K.S. CONCEPT, ANNEE /YEAR: AA06 PAGE: DM2 Mobilier / Furniture, Aldo April -15 -12 Concept: AA 06 DETAIL DESCRIPTION 0A60 Led front lite storefront sign 0E262 Illuminated suspended grey bladesign 1015 12feet x Peet 1 inch high backbar kit with 144hch x 53 3 /61nch high 1K02 Left hand regular double cash kit 2A00 Typical women shoe set -up 2A01 Typical men shoe set -up 2800 Typical haicbag set -up 2B01 Narrow handbag set -up 2001 11h. Wide freestanding wall mirror 2R02 TYPE R - I Ift. Starter double crmohe with white top back panel 2RO6 TYPE R - I Ift. Starter triple crmore with white top back panel 2R08 TYPE R - I Ift. Add -on triple armoire with white top back panel 2U11 TYPE U - Sft. I h. Narrow add -on armoire 2V10 I Ift high Starter accessory a-mohe 3A22 40h. Low parson table 3A30 40h. Wide G metal table 3502 36in. Bench 3803 18in. x 18h. Bench plug In 31200 Corporate Store Accessory rack with 6 g'illes 3010 Floor espadrille q.ille kit 3K01 at. Long display table kit with one side opening 3K03 Oft. Long display table kit with one side opening 5A31 40h. Window display table 5800 Geithg display track 5403 12h. Tube poster support system 5X03 Wall mounted I44hch wide x 53 3/8 hch high liitbox lA00 Melamine stockroom shelving 11300 Supply crmoi-e Q TA6 REFERIN6 TO MASTER DETAIL BOOK ® TAO FOR SPECIAL UNIT, SEE PAGE FD -I C' TA6 FOR RELOCATED / NEW / MODIFIED' UNIT (STANDARD or SPECIAL) ightbox Mobilier / Furniture, Groupe Aldo April 15th 2012 Concept: GA 05 DETAIL DESCRIPTION .8P01 Mobile Shelvhg Glipbocrd .SP5_1 24in x 16in Staff Locker 8A00 12in. Deep Shoes section Type A 8AOI 15h. Deep Shoes section Type A 8A02 241n. Deep Shoes section Type A 8A03 28in. Deep Shoes section Type A 6G22 12h. Wide Shoes mobile section Type C SC42 gbh. Wide Shoes mobile section Ttfe G 8600 12h. Deep Accessories section Type 6 8101 15h. Deep Mcrkethg section Type I 6J01 15h. Deep V.P. section Tire .J 8KO1 I5h. Deep Shopping bags section Type K 8N00 121n. Deep MP3 and microwave section Ttpe N 85002 241n. Deep E Commerce Shipping Desk Type 5D 8V01 20h. Deep Accessory with doors Type V ® TA6 REFIRING TO MASTER DETAIL BOOK Q TA6 FOR SPECIAL UNIT, SEE PAGE FD -I Cj TA6 FOR 'RELOCATED / NEW / MODIFIED' UNIT (STANDARD or SPECIAL) 6.G. 15 REQUIRED TO INSTALL A WATERPROOF MEMBRANE IN ALL WET AREAS OF THE SPACE. TENANT SHALL USE A 30 MIL POLYETHYLENE CLEAVAGE MEMBRANE (EQUAL TO NOBLESEAL TS) INSTALLED PER MANUFACTURES RECOMMENDATIONS AND ANSI A.108. MEMBRANE MUST BE EXTENDED UP THE WALL A MINIMUM OF 4" OR EQUAL TO THE HEIGHT OF THE FLOOR BASE. (N) ADA GRAB BARS, REFER TO DETAIL 0 k r a i U r r �'. r i ,� i vl � . 4... r. (N) (N) TOILET LAVATORY STOCKROOM SFIiVIN6 i GAPAGITY NEW SHELVING FOR SHOES NEW SHELVIN6 FOR SHOES NEW SHELVING FOR SHOES NEW SHELVING FOR SHOES NEW SHELVING MOBILE TYPE NEW SHELVING MOBILE TYPE OTHER SHELVING TYPE, WITH SHOE BOXES * OTHER SHELVIN6 TYPE, WITH SHOE BOXES * OTHER SHELVING TYPE, WITH SHOE BOXES * OTHER SHELVING TYPE, WITH SHOE BOXES 8A00 See Fla) BAOI e Pial 8A02 bee Pleri 8A03 15ee PI 8422 Sea Plm 8442 ® Plot 8101 Pee Pim SJOI �5ee PI 8K01 See PIM 8N00 See Pial 85002 See PI OTHER SHELVIN6 TYPE, WITH SHOE BOXES * BOXES (WINTER) : 382 8A00 BOXES (WINTER) : 560 CA� BOXES (WINTER) : 360 (AO� BOXES (WINTER) : 400 BOXES (WINTER) : 810 8C22 BOXES (WINTER) : 1800 (8C4) BOXES (WINTER) :10 8101 BOXES (WINTER) : 40 qi JO1 BOXES (WINTER) :10 �KOD BOXES (WINTER) :10 qNO� BOXES (WINTER) :10 SDO ,S�HOE5130)05 ARM 5062 TOTAL (3031 WOMEN / 2025 MEN) SetA 6181 TOTAL (51I2 WOMEI / 2414 MEN) * NOTE: THESE BOXES ARE COMPILED FOR CAPACITY PURPOSES ONLY AREA STOCKROOM LOWER LEVEL: UPPER LEVEL SALES AREA TOTAL AREA (LEASING} 841 sq. ft. (38.21 %) (n. a.) 1446 sq. ft. (61.11V 234S&. Pt. (E) DEMISING PARTITION 1 1/2" MIN. a GRAB BAR DETAIL (E) 5/S" TYPE 'X' GYP. BD. (E) 2 1/2" STEEL SCREWS IN EACH HOLE PROVIDED IN GRAB BAR (E) 1 1/2" DIA. GRAB BARS PER A.D.A. REQ'D SCALE: I "= I' -0" (E) ESCUTCHEON NOTE: GRAB BAR TO BE ANCHORED TO SUPPORT A 250 LB. POINT LOAD. (E) NON -COMB. BLOCKING IN WALL TO SUPPORT A 250 LB. PONT ADJACENT i TENANT GYPSUM UP TO CORNER, UP TD UNDERSIDE OF SALES AREA CEILING FINISH W/� s /e' GYPSUM BOARD OVER 5 5/8" X 20&A. METAL STUD FRAMIN6 @ 16" O.G. (E) DEMISING PARTITION- PLAN SEC. DETAIL to CORNER COLUMN 3" 'Lou 8 MEN'S SECTIONS btxki-p4e (E) DEMISING PARTITION DORM •R..�.4 malt f - z FT 7 1 1 t 1 % t 1 I -� r � r 3 s ur i„ �I 8N00 10' -0" H. { 3 ? Zv K� i 1 � ar �. x �3 r 1. f '�' L4.j {I .� j �i -: ,! 1X! (9'4'Ft F,YIKr,.Y A 'T'{drktYa�' i] t f ta'-{ ,:i7� ., r .,. i1. ,:...�f „D�}f, i,..1�7tb�M.e'h..9[t,s+.! ..x! P T� .. :� k3 e 60" X 60" CLEAR FLOOR SPACE (TYP.) LANDLORD NOTCH ACCORDING TO LEASE, LANDLORD WILL BUILD A A.D.A. BATHROOM WITH BASIC FINISHES AFTER CONSTRUCTION WILL BE BY TENANT AT TENANT'S EXPENSE. G.G. TO COORDINATE WITH MALL MANAGEMENT IN ORDER TO CONFIRM THE EXACT TOILET ROOM DESIGN 6 LAYOUT AS SHOW ON THESE PLANSI NEW JANITOR SINK BY G.G., REFER TO DETAIL "0" 4 "R" ON SHEET "IC" NEW DEMISING PARTITION BY LANDLORD- (N) MASONITE BACKING (N) 36" WIDE BY 54" HEIGHT HANDICAP GCESSIBLE COUNTER( l� 1 �1 1 J 1 SALES AREA I (N) UNISEX TOILET ROOM 516NAGE, REFER TO DETAIL 4 Illkb■ 11-1.1.17.j (E) MALL BULKHEAD Alck (E) NEUTRAL PIER " STOREFRONT BLADE 516N ABOVE 0 0D60 (N) 3/ THICK A CLEAR TEMPERED GLAZING SYSTEM (N) STOREFRONT FIXTURE DISPLAY 50" X 48" CLEAR FLOOR SPACE (TYP) 5' -1Y4." ABOVE .8P01 .8P01 JSTOCKROOMI 3' -10Y2" .8P01 3802 ) 3/4" STOREFRONT 6LA55 ENTRY DOORS (N) DRINKING FOUNTAI RELOCATED ELECTRICAL EQUIPMENT, REFER TO ELECTRICAL DRAWINGS FOR MORE INFO.- NEW DEMISING WALL BY LANDLOR i o m U° v° CI mo 'AO �o O � 'o 10' -0" H. OA A o; 8A03 2U118 Ca-66)..j R0 2 HANDBAGS SECTIONS 1 STOCKROOM I r 1_ 85202 _ M02 4 SA02 4 \ 10' -0" H. 10' -0" H. 10'-0" H. I J (N) 4' -5 3/8" X 12' -0" X 4 3 /a' SURFACE MOUNTED LIGHT BOX. 6.0. TO PROVIDE F.R.T. WD. BLOCKING AS NEEDED FOR ATTACHMENT IN (N) INTERIOR PARTITION .A (N) FIRE 5 - EXTINGUISHER \ / `BY G.C. 7' V 11 \1 ID00 ' 1 �3D00/ a v / /\ / SALES AREA I 1.6kiC�L RD NOTE ALL WIRES AND DOCK STATION OF ANY TYPE MUST NOT BE VISIBLE AND P.O.S. AREA MUST BE CLEAN II AND PRESENTABLE TO CUSTOMERS. J SALES AREA' 7' -13/4" (N) ILLUMINATED STOREFRONT 516NA6E BY 516NA6E CONTRACTOR E) MALL BULKHEAD ABOVE LEASE LINE (N) REA SERVICE DOOR (N) FIRE EXTINGUISHER BY G.C. MALL SERVICE I CORRIDOR I 8111 <<i-4� 10'0 "H ism H „0 -.OI J .10 0" . ©. 8600 t {� 1 11 t r i 9� a ! I S 1 ® �-- 5w ii I- 5W (N) STOREFRONT FIXTURE DISPLAY (N) 3/4" THICK CLEAR TEMPERED GLAZING SYSTEM •1)ris0.. Iwl.., _, � {rid (E) NEUTRAL PIER (N) 4' -0" X 4' -0" CLEAR DOOR CLEARANCE (E) DEMISING PARTITION (E) STRUCTURAL GOLOUMN W/ (N) PARTITION FURRING (E) DEMISING PARTITION ACCESSORY UNITS 9 WOMEN'S SECTIONS A 0 2A00 ALSO DATE EMIS /ISSUED MAY 01, 2012 ALDO / SAJO / L.L., BID 4 PERMIT JUNE 04, 2012 ISSUED FOR CONSTRUCTION JUNE 28, 2012 • ISSUED FOR SITE CONDITION JULY 12, 2012 ISSUED FOR CONSTRUCTION - (2ND. RD.) PRINT DATE 2012 -07 -12 10354 7/'1'1/'10 BLAIR S. LEACH STATE OF WASHINGTON 4 2012 -06 -28 PER FIELD CONDITIONS 2 2012 -05 -30 PER LANDLORD COMMENTS I 2012 -05 -24 PER ALDO COMMENTS NO. DATE REVISION THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ALDO GROUP AND ITS ASSOCIATED COMPANIES TO EXPLAIN THE LAYOUT AND SERVICES REQUIREMENTS FOR THE TRADE FIXTURES OR TO EXPLAIN COMPANY CONSTRUCTION STANDARDS. ALL DIMENSIONS SHALL BE VERIFIED ON SITE: ALL ERRORS AND DISCREPANCIES SHALL BE REPORTED TO THE OWNER BEFORE PROCEEDING WITH THE WORK. NO DIMENSIONS SHOULD BE MEASURED ON THE G. D AWI R N DIMENSIONS AND AREAS ON THIS DRAWING ARE FOR INFORMATION ONLY AAD:FITCH, Inc. FITCH 16435 North Scottsdale Rd. Suite 195 Scottsdale, Arizona 85254 T +1 480 998 4200 F +1 480 998 7223 www.FITCH.com P.N. ADO 12005 REVIEWED FOR ODE COMPLIANCE APPROVED 'JUL 17 2012 City of Tukwila BUILDING DIVISION ALDO G R 0 UP E 2300 EvILE - BELANGER, NONTREAL QUEBEC, CANADA, H4R 3J4 TEL.: (514) 747 -2536 FAX: (514) 747 -6504 RECEIVED JUL 13 2012 PERMIT CENTER H: \Omega \ALDO \ADO12005 - South Center Shopping Town \Cod \2167_1.dwg PROJET /PROJECT: ALDO SOUTHCENTER WESTF 1 ELD SEATTLE, WASHINGTON TITRE / TIT LE. FIXTURE PLAN PROJET NO. /PROJECT NO. 2167 DESSINE /DRAWN: A.M.J. CCHELLE /SCALE: VERIFIE /CHECKED: K.S. CONCEPT, ANNEE /YEAR: AA06 PAGE: ii ALDO FINISH LEGEND - 2006 ISSUED: APRIL, 2012 USA TYPE OF MATERIAL I DESCRIPTION ALDO / SAJO / L,L,, BID it PERMIT TYPE OF MATERIAL I DESCRIPTION TYPE OF MATERIAL I DESCRIPTION TYPE OF MATERIAL I DESCRIPTION PAINT PAINT GLASS & MIRROR TILES 'LIGHT GRAY ®(STOCKROOM FLOOR) ICI PAINTS: GLIDDEN /DULUX /DEVOE COLOR #DC 2973 "LIGHT GRAY" PRODUCT DEVOE TRUE GLAZE # 4408 WATERBORN EPDXY GLOSS COATING FOR FLOOR APPLY 2 COATS AT 4 TO 5 DRY MILS PER COAT "DARK SECRET' EGGSHELL LATEX (Hoarding) Interior Ada ICI PAINTS: GLIDDEN /DULUX / DEVOE COLOR OONN 05/000 BLACK "DARK SECRET "A 2016 APPLY ONE (1) COAT PRIMER /SEALER PRODUCT ICI ULTRA 36600 (ON NEW SURFACES) PRODUCT ICI ULTRA 9428 -0 (ON EXISTING SURFACES) .APPLY TWO (2) COATS FINISH PAINT EGGSHELL LATEX PRODUCT ICI ULTRA 14010 MIRROR (SALES AREA) CLEAR MIRROR, CHAMFERED EDGE " T (WASHROOM) IC 11LE (WAS 8" x 8" CERAMIC FLOOR TILE "DURAGRES" BY OLYMPIA COLOR: WHITE ALL GROUT TO BE �" WIDE MAXIMUM, MAPEI (SILVER) #27 rp"� VICI t' ,. .0 �! & .. 1. • R► T 0 •'01► ' M E A B • t • "WHITE ON WHITE" ® EGGSHELL LATEX (Sales Area + W.C. Walls) PAINTS: GLIDDEN /DULUX /DEVOE COLOR 300Y 88/014 "WHITE ON WHITE" ROLLER APPLIED APPLY ONE (1) COAT PRIMER /SEALER PRODUCT PREP & PRIME PVA WALL #1030 -1200 (ON ND SURFACES) PRODUCT PREP & PRIME WALL #1010 -1200 (ON EXISTING SURFACES) APPLY TWO (2) COATS FINISH PAINT EGGSHELL LATEX PRODUCT ICI DULUX #1402 SERIES OP " / �OP ' (Hoarding) Exterior APPLY TWO (2) COATS OF DULUX DIAMANT #1640 F , E E L.6 ► ' Pt EBONY KING ® (In OspecalLcase) BENJAMIN MOORE COLOR : #2132 -20 "EBONY KING" APPLY ONE (1) COAT PRIMER /SEALER PRODUCT ICI ULTRA 942800 (ON NEW (ON EXISTING SURFACES) APPLY TWO (2) COATS FINISH PAINT EGGSHELL LATEX PRODUCT ICI ULTRA 14010 ��� ; , OP ► �►f ' ; r , r ' ' ' ti «,° ,�' 0 ° - t SI ' WHITE ON WHITE' ALA LATEX (Sales Area + W.C. Ceiling) ICI PAINTS: GLIDDEN /DULUX /DEVOE COLOR 30GY 88/014 "WHITE ON WHITE" ROLLER APPLIED / APPLY ONE (1) COAT PRIMER SEALER / PRODUCT PREP & PRIME PVA WALL #1030 -1200 (ON NEV SURFACES) PRODUCT PREP & PRIME WALL #1010 -1200 (ON EXISTING SURFACES) APPLY TWO (2) COATS FINISH PAINT FLAT LATEX PRODUCT ICI DULUX #1200 SERIES METAL T GLOSSY CERAMIC TILE (SALES FLOOR FINISH) 24" X 24" CERAMIC TILE, REGAL GLOSSY GREY POLISH, BY "OLYMPIA" # NY.RG.GRY.2424.PL ALL GROUT TO BE 3/16" WIDE MAXIMUM MAPEI, (SILVER) # 27 AaAk FINISH (STOREFRONT BASE) "NATURAL ANODIZED ALUMINUM" FINISH - WOOD �,,� , I Ot' ICI " , 'i ' All 'ARCTIC WHITE' MELAMINE y! (SALES AREA FURNITURE) PANVAL MELAMINE, "ARCTIC WHITE" NO. 505 V■4TH EDGING TAPE TO MATCH A!J FINISH 1-� (FIXTURES) METAL — "ROY METAL" WHITE No. PS411W75 RAL 9016 EQUIVALENT: COLOUR TO MATCH ICI PAINTS: GLIDDEN /DULUX / DEVOE, COLOUR 50BG 83/009 /8" t' • 4 .'+4 i'• ' AI , �, « %.. C f� ��i ' , t0' '// r • t ► t• , ' "WHITE ON WHITE" SEMI —GLOSS LATEX (Gypsum bulkhead) ICI PAINTS: GLIDDEN /DULUX /DEVOE / / COLOR 30GY 88/014 "WHITE ON WHITE" ROLLER APPLIED APPLY ONE (1) COAT PRIMER /SEALER PRODUCT PREP & PRIME PVA WALL #1030 -1200 (ON NEN SURFACES) PRODUCT PREP & PRIME WALL #1010 -1200 (ON EXISTING SURFACES) APPLY TWO (2) COATS FINISH PAINT SEMI —GLOSS LATEX. PRODUCT ICI DULUX #1406 SERIES MDF RANGER PREMIUM 'OMEGA GRAY" (STOREFRONT) APPLY ONE PRIMER COAT OF GRAY "OMEGA" #7909. WHEN DRY, SAND LIGHTLY WITH #320 ABRASIVE PAPER AND SPRAY GUN APPLY ONE CROSS COAT OF POLYURETHANE WITH SPRAY GUN FINISH FROM "OMEGA" #173 -760, 20' GLOSS, AS PER SAMPLE #1073.99 FINISH (SHOWCASE AND SHELF ® AT CASH) BRUSHED STAINLESS STEEL — AS PER ROY METAL SAMPLE #304 -4 EQUIVALENT: BRUSHED STAINLESS STEEL #4 , FABRIC FINISH, GRAY PAINT Lu\ (HARDWARE, ACCESSORIES M! AND FURNITURE) SPRAY PAINTED TIGER DRYLAC #RAL 9007 SILVER GLOSS �� , v E :A" t ' D ' 0 t • • t • t ' ,W� t/ M 'WHITE ON WHITE' LACQUER SEMIGLOSS j (MDF shoe riser 4- MDF end of gables) 9 ) ICI PAINTS: GLIDDEN /DULUX / DEVOE COLOR 30GY 88/014 "WHITE ON WHITE" APPLY ONE (1) COAT LACQUER UNDERCOATED PRODUCT GEMINI #U -8070 APPLY TWO (2) COATS LACQUER FINISH SEMI —GLOSS PRODUCT GEMINI #190 FINISH, GRAY PAINT ® EXTRUSION) ALUMINUM "C' SPRAY PAINTED TIGER DRYLAC #DB 703 GLIMMER RAL EQUIVALENT #7024 ��, ` . ' ►ICI WHITE LL WHITE" �;� EGGSHELL ALKYD 117 (Backbar Wall + W.C. door & Stockroom Doors) PAINTS: GLIDDEN /DULUX / DEVOE "WHITE COLOR 30GY 88/014 WHITE /S ON WHITE" ROLLER APPLIED APPLY ONE (1) COAT PRIMER /SEALER PRODUCT PREP & PRIME PVA WALL #1030 -1200 (ON NEVI SURFACES) PRODUCT PREP & PRIME WALL #1110 -1200 (ON EXISTING SURFACES) APPLY TWO (2) COATS FINISH PAINT EGGSHELL ALKYD PRODUCT ICI ULTRA —HIDE #1512 SERIES METAL FINISH ® (STOREFRONT) API AMERICAN PRODUCTS, BRUSHED CLEAR #1103 �� LI ,' 0 , i ' WHITE ON WHITE L'\ SEMI -GLOSS LATEX I`7 (MDF bulkhead) ici PAINTS: GLIDDEN /DULUX /DEVOE " COLOR 30GY 88/014 "WHITE ON WHITE ROLLER APPLIED APPLY ONE (1) COAT PRIMER /SEALER PRODUCT PREP & PRIME ALKYD #1110 -1200 APPLY TWO (2) COATS FINISH PAINT SEMI —GLOSS LATEX PRODUCT ICI DULUX #1406 SERIES METAL FINISH ' (DISPLAY IN WINDOW) BRIGHT NICKEL WITH WAX BUFFED � �� ' A ! :. , "POLYURETHANE" (ANTI— GRAFFITI BARRIER COAT) ANTI GRAFFITI POLYURETHANE BARRIER COATING, BY DUMOND #CPU 647 CLEAR FINISH APPLY 2 COATS OVER THE ALDO FINISH MENTIONED /�„\ METAL FINISH �w� (FURNITURE) BLACK METAL, MATTE 05 ROY METAL RAL EQUIVALENT #9004 ' , �� 0 �' ► I ' 'f'! B '. ' .. PLATINUM ASA (STOREFRONT METAL MULLIONS) For Menu B Renovation METALLIC PAINT BY MODERN MASTERS COLOR ME591 "PLATINUM ", APPLY ONE (1) COAT EXTERIOR 100% ACRYLIC PRIMER PRODUCT ZINSSER, BULLS EYE 123 APPLY THREE (3) COATS METALLIC FINISH BY SPRAY (FOE BEST RESULT) FOR PAINTING ALUMINUM EXTERIOR EXPOSURE (MARQUIS): SEAL WI1H TWO (2) CLEAR TOP COAT " () PRODUCT SATIN MASTER CLEAR" BY MODERN MASTERS FOR PAINTING ON STEEL PRIME W/ A COAT OF ALKYD PRIMER THEN PRIME W/ / / THE ACRYLIC PRIMER 'ARCTIC WHITE' LAMINATE A" (STOCKROOM ENTRANCE ,EY REVEAL) PLASTIC LAMINATE, UNIBOARD, "ARCTIC WHITE" N0. N505, DOLOMITE FINISH r\ METAL FINISH WHITE POWDER COATED STEEL, GLOSSY FINISH, BY PROTECH, POLYESTHER WHITE #PS111W2 FLOORING , ► NI -' ►�r FLrRS N •' ' 0' E. ' � METAL FINISH (Shelves & Risers) DARK ROMAN COPPER #CV2 BY ROY METAL r. :'ART /:\ MDF LACQUER 'PLATINUM" �I-� (STOREFRONT) COLOR TO MATCH N ►�� ' Ailt t ' S METAL FINISH BLACK #33 ANODIZED ALUMINUM STORM SOLIDI' LAMINATE L'\ CASH COUNTER & IF.� (CASH PLASTIC LAMINATE, FORMICA, "STORM SOLIDI" NO. 3505 -58, MATTE FINISH A IN , t •' STONE ® •.1RAFIlC WHITE" (FIRE RESISTANT STOREFRONT)" #RAL 9016, , ' t'') (`,,! • ►, • . • p / 0 ) U N . ► OT ". D 0 '� 0:'D , A T t — T . ' S E G' % T #t P JO t " N �! 0 0 /AM pO. r D 1 to • t ' ►` „ PI :,6 ' �\ MELAMINE GRAY V%7 (REAR WALL & FILLER) PANVAL MELAMINE, "CANADIAN GREY" NO. 168, SUEDE FINISH SEMI —GLOSS ALKYD W(STOREFRONT DOOR & FRAME) ICI PAINTS: GLIDDEN /DULUX / DEVOE COLOR 50YY 33/065 ROLLER APPLIED APPLY ONE (1) COAT PRMER /SEALER PRODUCT ICI DEVOE 4160 (ON STEEL SURFACES) PRODUCT ICI PREP & PRIME ALKYD #• 010 -1200 (ON WOOD SURFACES)APPLY TWO (2) COATS FINISH PAINT SEMI —GLOSS ALKYD PRODUCT ICI DEVOE DEVGUARD 4306 SERIES , �i rr Y 'GRAY ern ' IIFOO t" Ot - L ` 6" A �� MELAMINE 'GRAY (CASH COUNTER, BACKB. & TOP OF WALL UNIT) PANVAL MELAMINE WITH FORMICA PAPER #3505 -58, "STORM SOLIDI r A STAINLESS LAMINATE " (SALES AREA FURNITURE) PARTICLE BOARD WITH PLASTIC LAMNATE "MIRROR ALUMINUM" # 2021 BY FORMICA L ' �� ' ► r iii/ 0 0 , S Jr 0.' •A 'U. , A SUNRAYS" t (PATH STOCKROOM F LOOR) ICI PAINTS: GLIDDEN /DULUX / DEVOE COLOR 29YY 66/537 "SUNRAYS "ROLLER APPLIED PRODUCT ICI DEVOE TRUE GLAZE #4408 WATERBORNE EPDXY GLOSS COATING FOR FLOOR APPLY 2 COATS AT 4 TO 5 DRY MILS PER COAT A .COLOR CORE �'T� (SALES AREA FURNITURE) NO. 7223C -90 NEW WHITE, GLOSSY PARTICLE BOARD WITH COLOR CORE "FORMICAf4J74 t.1' ``! t : 0. Am L:\ GLOSSY LAMINATE `z' (SALES AREA FURNITURE) PARTICLE BOARD WITH LAMINATE "FORMICA" NO. 7197 -90 DOVER WHITE Sr • e r A ►r�,t: 0 "VALIANT GRAY 0 EGGSHELL LATEX (Sales Area Grey Walls) ICI PAINTS: GLIDDEN /DULUX /DEVOE COLOR 30YY 37/021 "VALIANT GRAY" ROLLER APPLIED APPLY ONE (1) COAT PRIMER /SEALER PRODUCT PREP & PRIME PVA WALL #1030 -1200 (ON NEN SURFACES) SURFACES PRODUCT PREP & PRIME WALL #1010-1200 (ON EXISTING SURFACES) APPLY TWO (2) COATS FINISH PAINT EGGSHELL LATEX PRODUCT ICI DULUX #1402 SERIES rt . ' t t t L:\ BLACK LAMINATE �•� (Equivalent of P/29) PLASTIC LAMINATE NEVAMAR. JETT BLACK 56053T (MATTE FINISH) / �- 4 • • • ► VY t • • t ' T IN :: F' D Fr D 3•" 4" x 5't D• 3 % "' S: H / "% T C +R A' e • C A 1 —" 0' :. I ' . A. —►. T ' IG tt �� r� t ;` �. ' �• �. t0,, t ,JO- ►.' ' AA, GREY LACQUER ' p' (Storefront bulkhead) POLYURETHANE M.D.F. LACQUER FINISH 15' OF GLOSS, COLOUR TO MATCH 4111, Ifiy , ��-.1 tarrjr FOOT GRILLE , SI " JrAirjrAl C' O T '. K 0. .S ,. F, //. (OBSIROOVEG NSCASH) ICI PAINTED #N MILLSHOP0 EGGSHELL FINISH V.i"7 TORRIFIED SOLID POPLAR WITH ROUGH SAW CUT, FINISHED WITH FLAX OIL, SAMPLE # 1431.09 " . .o SD 0 : E ///jJ,/yyJj �\ SPEC IAL "GONNA' PAINT r (Risers} GOMMA PAINT ON M.D.F. TO MATCH ICI DULUX PAINT #A1414 BLUE BLOOD #4788 14/349 L I WHITE LACQUER . GLOSSY WHITE LACQUER MDF LACQUER FINISH, 92% OF GLOSS, COLOUR TO MATCH M/5 (RAL 9016) ACRYLIC ' 4" x . 8" D IN �a� t «• - ; R' I i t • lG1 to; G'tU A'►X #1r� I ' I A , ; t . t , /:`A • • i%r �� ��� dig , I .�.• t o t �,\ �,;� BLUE LACQUER FINISH "VINTAGE" ON POPLAR TORRIFIED ICI PAINTS # A1414 BLUE BLOOD (47B8 14/349) FINISHED WITH CLEAR LACQUER 20DEGREES AS PROVIDED SWATCH # AL50378 FINISHED D �w ► I ' A r.• • ' IT is °0 D c0� Al CEILING 111E j0 fferrAillr ropy 8 t• ' t!A "j pr, or II 0 II -� IX oR : �� '0' 'P IA C': e L Fr A: E AT ' F 'IS. L 'A 'E ' EIO1ES: REFER TO GENERAL SPECIFICATIONS FOR COMPLETE FINISHES, APPLICATIONS AND PROCEDURES REVISION N0,?- bo..11-ke REVIEWED FOR ODE COMPLIANCE -s APPROVED 'JUL 1 2012 City of Tukwila BUILDING DIVISION RECEIVED JUL 13 2012 PERMIT CENTER H: \Omega \ALDO \AD012005 - South Center Shopping Town \Cod \2167_1.dwg ALSO DATE EMIS /ISSUED MAY 01, 2012 ALDO / SAJO / L,L,, BID it PERMIT JUNE 04, 2012 ISSUED FOR CONSTRUCTION JUNE 25, 2012 ISSUED FOR SITE CONDITION JULY 12, 2012 ISSUED FOR CONSTRUCTION - (2ND. RD.) PRINT DATE 2012-07-12. 10354 REGISTERED ARCHITECT 7 %1V1. BLAIR S. LEACH STATE OF WASHINGTON NO. DATE REVISION THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ALDO GROUP AND ITS ASSOCIATED COMPANIES TO EXPLAIN THE LAYOUT AND SERVICES REQUIREMENTS FOR THE TRADE FIXTURES OR TO EXPLAIN COMPANY CONSTRUCTION STANDARDS. ALL DIMENSIONS SHALL BE VERIFIED ON SITE. ALL ERRORS AND DISCREPANCIES SHALL BE REPORTED TO THE OWNER BEFORE. PROCEEDING WITH THE WORK. NO DIMENSIONS SHOULD BE MEASURED ON THE DRAWING. DIMENSIONS AND AREAS ON THIS DRAWING ARE FOR INFORMATION ONLY AAD:FITCH, Inc. FITCH 16435 North Scottsdale Rd. Suite 195 Scottsdale, Arizona 85254 T+1 480 998 4200 F +1 480 998 7223 www.FITCH.com P.N. ADO 12005 ALSO G R O U P E 2300 EU1ILE- BELANGER, MONTREAL QUEBEC, CA \ADA, H4R 3J4 TEL.: (514) 747 -2536 FAX: (514) 747 -6504 PROJET /PROJECT: ALoO SOUTHGENTER Y ESTF I ELI, SEATTLE, WASH 1 NGTON TITRE /TITLE: FINISHED SCHEDULE PROJET NO. /PROJECT NO. 2167 DESSINE /DRAWN: A.M.J. ECHELLE /SCALE: VERIFIE /CHECKED: K.S. CONCEPT, ANNEE /YEAR: AA06 PAGE: IA r rill r AIMP' r r r /AV iii MM.KOri riiii iii ////, M ii iii iii /N/>LL5IFIXTURES TO BE PAIN ' WHERE VISIBLE ONLY, 11' -4" U/5 OF SALES AREA GEILIN6 AA 06 5802 (E) MALL BULKHEAD 4' -I I" I/. B.O. MALL BULKHEAD AUDO Pr ir WEXIST. ALL DEMISING GLAZING 44,!.11 11'-4" U/5 OF SALES AREA GEILIN6 J SALES AREA U/5 OF STOCKROOM ENTRY (N)Y2" MELAMINE PANEL i7 STOCKROOM ENTRY WALL (N) INTERIOR PARTITION, REFER TO WALL TYPES FOR MORE INFO. --__1 0-0" FINISHED FLOOR (E) DEMISING PARTITION 4" HIGH CERAMIC TILE ( \, 01 -06 FINISHED FLOOR GYP. BD. CEILING 4' -0" \ PANEL 4' -0" \ PANEL INTERIOR ELEVATION (STOCKROOM ENTRY) I/2" 1' -2" PANEL A 0 7B00 64" x.2 1622 m rri x 813mm 64" x2"� 162.6m x 813mm 32" x/321 813 mx 13mm 4" HIGH GERAMi TILE INTERIOR ELEVATION (RIGHT SIDE) (E) INTERIOR PARTITION FURRING, REFER TO WALL TYPE FOR MORE INFO 1/4" = I' -0 I 2A01s 2R02 1// f 1//, // 64" x.32"-- 162�irn1 i x 813mm 32" x/321 813 m x 13mm C AA 0 5CO3 0 5A3.1 U/5 OF NEW SOFFIT -(N) STOREFRONT BLADE SIGN BY SIGNAGE CONTRACTOR 0060 LINE OF NEUTRAL PIER BEYOND �N) 3/4" THICK CLEAR TEMPERED GLAZING SYSTEM (N) FIRER ALARM PULL STATION, REFER TO ENGINEERING DRAWINGS FOR MORE INFO. LLEASE LINE A OI -011 �2A011 m 06 2A01, 11' -4" 1� F% WALL TO BE f� GEILIN6 AA �' JUNE 04, 2012 f2A,-ED / /// U/5 OF SALES AREA CEILING rr II �/ Is JULY 12, 2012 ISSUED FOR CONSTRUCTION - (2ND. RD.) UV EXIST. DEMISING PARTITION EXIST. INTERIOR PARTITION FURRING (N) 4" HIGH 0 (N) INTERIOR PA REFER TO WALL FOR MORE INFC STOCKROOM ENTRY WALL (N) (N) 4" HIGH GERAMIG TILE At �0I -0 CERAMIC TILE 1W 0' -° I • _ . ® . ® I 1' I FINISHED FLOOR AA O6 2801 INTERIOR ELEVATION (REAR) A O6 2U11 I/4° 2V10_ �2BO (E) DEMISING PARTITION — AA 0 7800 (E) INTERIOR PARTITION FURRING, REFER TO WALL TYPES FOR MORE INFO. -(N)Y" MELAMINE PANEL \7 GYP. BD. CEILING U/5 OF SALES AREA CEILING ' -0 1/2 U/5 OF STOCKROOM ENTRY SALES AREA 4" HIGH CERAMIC TILE 01 -0" 1' -2" PANEL 4' -0" PANEL 4' -0" PANEL INTERIOR ELEVATION (STOCKROOM ENTRY) I/2" = 4' -O" PANEL FINISHED FLOOR CDOPP. HAND (E) MALL BULKHEAD- K.11" US 1 B.D. MALL BULKHEAD (N) TENANT BULKHEAD (117-1-17'N\ I U/5 OF NEW SOFFIT' RTITION, TYPES FINISHED FLOOR A LINE OF NEUTRAL PIER BEYOND --___) (N) 3/4" THICK CLEAR TEMPERED GLAZING SYSTEM LEASE LINE --may OPP. HAND 0' -0" FINISHED FLOOR A 06 2A01 _ 4" HIGH GERAM) TILE �T FINISHED FLOOR (N) 4" HIGH GLAZING BASE, FINISH Icsr (N) 3/4" THICK CLEAR TEMPERED STOREFRONT (N) INTERIOR PARTITION FURRING AIP 01 CEILING EQ. / (N) EXIT 516NAGE BY G.G. N) 3/4" THICK GLEA TEMPERED GLAZING, TRANSOM CEILING m 00 5800 06 5CO3 U/5 OF SALES AREA CEILING (N) INTERIOR PARTITION FURRING (EXIST. DEMISING WALL 4" HIGH CERAMIC TILE (N) 6" HIGH WINDOW FRAMING INTERIOR ELEVATION (FRONT) I/4" irrrrrrrr rrrrrr rrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrii - (N)Y2' THICK CLEAR TEMPERED GLAZING ENTRY DOORS (N) 6" HIGH WINDOW FRAMING (N) 3/4" THICK CLEAR TEMPERED STOREFRONT GLAZING r 01 -011 FINISHED FLOOR 4" HIGH CERAMIC TILE 11' -4" U/5 OF SALES AREA CEILING WALL BEHIND WALL FIXTURES TO BE PAIN WHERE VISIBLE ONLY 7(N) 6' -0" X 6' -6" X 43/4" URFACE MOUNTED I77 WALL TO BE PAINTEDi A STOCKROOM ENTRY WALL (N) INTERIOR PARTITION, REFER TO WALL TYPES FOR MORE INFO. 0'-0" FINISHED FLOOR 64" x,..32"-- 162.fitraf x 813mm • 1 - f 0 4" HIGH CERAMIC TILE INTERIOR ELEVATION (RIGHT SIDE) ra as 2800 I/4" = I' -0" • v • ■ (N) I/2" MELAMINE PANELING UP T +8' -0" A.F.F. • \f 7 J SALES AREA j///L4p!EILL GEILIN6 FIXTURES PAIN 2` ' r 41 WHERE VISIBLE ONLY AA 06 1D75 4" HIGH CERAMIC TILE g (N) 1/2" MELAMINE PANELING UP TO +8' -0" (ALDO A 06 aos \ \ � --- SLIGHT BOX ..- 1 ,- 3" - 6Emmx136 O6 5X03 CEILING mm, �i 414/0 ask s=r� / \ / N /X\ (N) 4" HIGH CERAMIC TILE • INTERIOR ELEVATION (REAR) = I' -0" AA 06 1D75 A 06 5802 AA 0 5CO3 AA 06 5A31. 4' HIGH CERAMIC TILE Cu) U/5 OF SALES AREA CEILING - EXIST. DEMISING PARTITION Y FINISHED (N) 4' HIGH FLOOR CERAMIC TILE .ED 64" x.-32"-- 1626m r1ii x 813mm 32" x/32 B13 m x 13mm i INTERIOR ELEVATION - (LEFT SIDE) I/4" = I' -0" //7/ / ii 64" x-32"-- 162,6mK x 813mm 32" x/321 813 mx /83mm AA 0 2A00 2D016 AA,N A00 / / 64" x22"-- 1622m1 x 813mm 32" x/321 813 m x 13mm / 11' -4" U/5 OF SALES AREA CEILING 1STOCKROOMI (N) INTERIOR PARTITION, REFER TO WALL TYPES FOR MORE INFO. 06 2D01 AA 06 2A00 AA 0 2D01 REVISION N0.? AA 06 2V10 b()%wkl-kt 01 -0" FINISHED FLOOR 4" HIGH CERAMIC TILE e REVIEWED FOR CODE COMPLIANCE APPROVED 'JUL 1 7 2012 City of Tukwila BUILDING DIVISION RECEIVED JUL 13 ?!w PERMIT C:tp• ALDO DATE EMIS /ISSUED MAY 01, 2012 ALDO / SAJO / L.L., BID 4 PERMIT JUNE 04, 2012 ISSUED FOR CONSTRUCTION JUNE 28, 2012 ISSUED FOR SITE CONDITION JULY 12, 2012 ISSUED FOR CONSTRUCTION - (2ND. RD.) PRINT DATE 2012 -07 -12 10354 REGISTERED ARCHITECT H: \Omega \ALDO \AD012005 — South Center Shopping Town \Cad \2167_1.dwg 7/1'/'1W. BLAIR S. LEACH STATE OF WASHINGTON 4 2012 -06 -28 PER FIELD CONDITIONS 2012 -05 -241 PER ALDO COMMENTS NO. DATE REVISION THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ALDO GROUP AND ITS ASSOCIATED COMPANIES TO EXPLAIN THE LAYOUT AND SERVICES REQUIREMENTS FOR THE TRADE FIXTURES OR TO EXPLAIN COMPANY CONSTRUCTION STANDARDS. ALL DIMENSIONS SHALL BE VERIFIED ON SITE. ALL ERRORS AND DISCREPANCIES SHALL BE REPORTED TO THE OWNER BEFORE PROCEEDING WITH THE WORK. NO DIMENSIONS SHOULD BE MEASURED ON THE DRAWING. DIMENSIONS AND AREAS ON THIS DRAWING ARE FOR INFORMATION ONLY AAD:FITCH, Inc. FITCH 16435 North Scottsdale Rd. Suite 195 Scottsdale, Arizona 85254 T +1 480 998 4200 F +1 480 998 7223 www.FITCH.com P.N. ADO12005 ALDO G R O U P E 2300 ENILE- BELANGER, MONTREAL QUEBEC, CANADA, H4R 3J4 TEL.: (514) 747 -2536 FAX: (514) 747 -6504 PROJET /PROJECT: ALDO SOUTHGENTER lNESTF I ELI7 SEATTLE, WASH I NGTON TITRE /TITLE: INTERIOR ELEVATIONS PROJET NO. /PROJECT NO. 2161 DESSINE /DRAWN: ECHELLE /SCALE: VERIFIE /CHECKED: K.S. CONCEPT, ANNEE /YEAR: AA06 PAGE: 15 U/5 OF (N) TOILET ROOM CEILING 4 MIRROR (E) DEMISING PARTITION (N) LAVATORY %" TH. WHITE MELAMINE ADJUSTABLE SHELVES ON SURFACE MOUNTED STANDARDS AND SUPPORT BRACKETS, SEE 5/8" TH. WHITE MELAMINE ADJUSTABLE SHELVES ON SURFACE MOUNTED STANDARDS AND SUPPORT BRACKETS, SEE 6-0" U/5 OF (N) TOILET ROOM CEILING (E) DEMISING PARTITION %8' TH. WHITE MELAMINE ADJUSTABLE SHELVES ON SURFACE MOUNTED STANDARDS AND SUPPORT BRACKETS, SEE U/5 OF (N) TOILET ROOM CEILING (E) INTERIOR PARTITION (D. 42" MIN. 12" \ko \ I . U ' ' � J 0' -0" N FINISHED FLOOR DASHED LINE INDICATES WHEEL CLEARENCE REQUIRED BY CODE (N) INTERIOR PARTITION (N) INTERIOR PARTITION (E) DEMISING PARTITION —(N) %' GYPSUM BD. WATER RESISTANT TO BE REPAINTED, FINISH P INTERIOR ELEVATION I/4" : I'-0" (N) 4" HIGH BASE in (N) %" GYPSUM BD. WATER RESISTANT TO BE R PAINTED, FINISH (E) DEMISING PARTITION (N) DOOR 4 FRAME W/ FINISH ® \ -(N) % GYPSUM BD. WATER RESISTANT TO BE R PAINTED, FINISH P (N) INTERIOR PARTITION INTERIOR ELEVATION I/4" : I'-0" •OPEN TO BEYOND (N) TOILET ROOM INTERIOR PARTITION (N) MOP RACK BY G.G. (N) INTERIOR PARTITION TO A HEIGHT OF 4' -0" 6.G TO APPLY NEW F.R.P. ON MOP SINK SIDE ONLY (N) 2' -0" X 2' -0" MOP SINK. G.G. TO SEAL ALL EDGES OF MOP SINK AGANIST WALL W/ CAULKING SEALANT MOP SINK ELEVATION I/4" : 1' -0" (N) 4" HIGH BASE l o'-0" FINISHED FLOOR LANDLORD NOTCx ACCORDING TO LEASE, LANDLORD WILL BUILD A A.D.A. BATHROOM WITH BASIC FINISHES AFTER CONSTRUCTION WILL BE BY TENANT AT TENANT'S EXPENSE. 6.G. TO COORDINATE WITH MALL MANAGEMENT IN ORDER TO CONFIRM THE EXACT TOILET ROOM DESIGN $ LAYOUT AS SHOW ON THESE PLANS! (N) INTERIOR PARTITION TO A z HEIGHT OF 4' -0" A.F.F. 6.0 TO APPLY NEW F.R.P. ON MOP SINK SIDE ONLY 3' -O" Z Ru D rn Z ?C1 (N) 4" HIGH BASE (N) 6RAB BAR U/5 OF N) TOILET ROOM CEILING (N) %'' GYPSUM BD. WATER RESISTANT TO BE R PAINTED, FINISH (N) GRAB BA 7-5/8' TH. WHITE MELAMINE ADJUSTABLE SHELVES ON SURFACE MOUNTED STANDARDS AND SUPPORT BRACKETS, SEE a> -6 "MIN.TO MAX I. 3' -O" ° '. X X armrs; INTERIOR ELEVATION I /4" (E) DEMISING PARTITION (N) TOILET ROOM PARTITION (N) F.R.P. PANEL ON EXISTING PARTITION • (N) 2' -0" X 2' -O" MOP SINK. G.G. TO SEAL ALL EDGES OF MOP SINK AGANIST WALL W/ CAULKING SEALANT MOP SINK ELEVATION 1/4" : (N) FAUCET BY G.G. TOILET z D 0' -0" FINISHED FLOOR (0 I i� Z 0' -0" FINISHED FLOOR 5/e' TH. X 12" D. WHITE MELAMINE ADJUSTABLE SHELVES. TO BE SCREWED ON SUPPORT BRACKET FROM UNDERNEATH. SUPPORT BRACKET (LEFT 4 RIGHT) 12 ", ANOCHROME FINISH, # 16312143 FROM N RICHELIEU OR EQUAL. G SURFACE MOUNTED STANDARD (TO BE INSTALLED ®36" C./G MAX.) 36" (GUT IN TWO WHERE NEEDED), ANOGHROME FINISH, # 6336143 FROM RICHELIEU OR EQUAL. NOTE: PROVIDE END GAP FOR EACH STANDARD, # 06126 FROM RICHELIEU OR EQUAL. SHELVING SECTION (TOILET ROOM) 3/4" : I'-0" rn x 16" MIN. \ (N) INTERIOR PARTITION 16 MIN. INTERIOR ELEVATION (N) TOILET I/4" : I' -0" ) LAVATORY 4 MIRROR 4" HIGH BASE ALDO DATE EMIS /ISSUED MAY 01, 2012 ALDO / SAJO / L.L., BID $ PERMIT JUNE 04, 2012 ISSUED FOR CONSTRUCTION JUNE 26, 2012 ISSUED FOR SITE CONDITION JULY 12, 2012 ISSUED FOR CONSTRUCTION - (2N12. RD.) PRINT DATE 2012 -07 -12 10354 SURFACE MOUNTED STANDARD (TO BE INSTALLED @ 36" G/G MAX) 36" (GUT IN TWO WHERE NEEDED), ANOGHROME FINISH,* 6536143 FROM RICHELIEU OR EQUAL. SUPPORT BRACKET (LEFT 4 RIGHT) 12 ", ANOGHROME FINISH, # 16312143 FROM RICHELIEU OR EQUAL. OTS PROVIDE END CAP FOR EACH STANDARD, # 06126 FROM RICHELIEU OR EQUAL. SHELVING BRACKETS (TOILET ROOM) N.T.S. REVISION .Na O: b1)---14g REVIEWED FOR CODE COMPLIANCE APPROVED JUL 17 2012 City of Tukwila BUILDING DIVISION RECEIVED JUL 13 2012 PERMIT CENTER H: \Omega \ALDO \AD012005 — South Center Shopping Town \Cad \2167_1.dwg 7/'1'1/'12 BLAIR S. LEACH STATE OF WASHINGTON 2 2012 -05 -30 PER LANDLORD COMMENTS N0. DATE REVISION THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ALDO GROUP AND ITS ASSOCIATED COMPANIES TO EXPLAIN THE LAYOUT AND SERVICES REQUIREMENTS FOR THE TRADE FIXTURES OR TO EXPLAIN COMPANY CONSTRUCTION STANDARDS, ALL DIMENSIONS SHALL BE VERIFIED ON SITE. ALL ERRORS AND DISCREPANCIES SHALL BE REPORTED TO THE OWNER BEFORE PROCEEDING WITH THE WORK. NO DIMENSIONS SHOULD BE MEASURED ON THE DRAWING, DIMENSIONS AND AREAS ON THIS DRAWING ARE FOR INFORMATION ONLY AAD:FITCH, Inc. FITCH 16435 North Scottsdale Rd. Suite 195 Scottsdale, Arizona 85254 T +1 480 998 4200 F +1 480 998 7223 www.FITCH.com P.N. ADO 12005 ALSO G R O U P E 2300 EMILE - BELANGER, MONTREAL QUEBEC, CA \ADA, H4R 3J4 TEL: (514) 747 -2536 FAX: (514) 747 -6504 PROJET /PROJECT: ALDO SOUTHGENTER WESTF I ELD SEATTLE, WASH I %TON TITRE /TITLE: INTERIOR ELEVATIONS PROJET NO. /PROJECT NO. 2161 DESSINE /DRAWN: A.M.J. ECHELLE /SCALE: VERIFIE /CHECKED: K.S. CONCEPT, ANNEE /YEAR: AA06 PAGE: IC 4 EQ. EQ. 1 -6" ADJACENT TENANT (N) %" THICK (N) FANLIGHT 6YP. BD. COMBO CEILING BELOW LAY —IN (N) 2' X 4' U56 DONN -AX SUSPENSION SYSTEM W/ 2' X 4' FISSURED LAY -IN PANELS 4$562, COLOR: WHITE, REFER TO DETAI MOUNT I I' -0" A.P.F. (TYPICAL) 3X CATS FOR "FIND" SYSTEM. G,G. TO BRING CONDUIT WITH 3 LOOSE OATS WITH 4 FEET EXTRA LEN6HT AT ALCOVE. ELECTRICIAN TO PROVIDE AN OUTLET IN THE WALL BESIDE CATS (HEIGHT OF GAT5 AND OUTLET 5 FEET HIGH) 3' -6" IX CAT5 FOR "FIND ". G.G. TO BRING CONDUIT WITH ONE LOOSE CATS WITH 20 FEET OF EXTRA LEN6HT AT BOTTOM OF THIS ARMOIRE 34' -6" ONE ELECTRICAL OUTLET FOR SOUND SYSTEM MOUNTED HORIZONTALLY AT 5' -6" A.F.F., THE SECOND OUTLET MOUNTED AT 4' -0" A.F.F., ALL EMAININ6 OUTLETS MOUNTED AT 5' -b" A.F.F. 4' -O" 4' -0" 4' -O" 4' -O" 2' -O" (N) 5/8" TYPE SUSP. 6YP. BD. SOFFIT (N) 5/8" TYPE SUSP. 6YP. BD CEILING 4d THROUGHOUT SALES AREA 9. 1 f 1 } 9 h 3 �d 1 61 R kf: � r rz . � Y xr` z U A t t t r i s vs1 r a t 4 A.ftit d �' s. 9 1 a 1 : jj aR t i �� }. �^ V P: —cc i ky rw i r } 1 � r 1 f: fa f r Y z a (. 1 I � I I i I I tl t•• .'err r. 1 � 3: r d r 1� i � 1 I 1zr Cv*U " r dl I' �A Po 1 C` r rt" i Y ri z 1 >< s � t al t k, � I- � i 6,t >, . , ., rtur.. (., �I n , t ,IG..rtil�'rf�ill�a�R�1 b7.• j r �r1 :'.. •'' ' ?. l.. t1k�...v. F�j•' ,s. ki. $,kxr!rfi.;; ! i. lis '.��a`I, • CEILING MOUNTED (E) NEUTRAL PIER (N) STOREFRONT BLADE SIGN ABOVE 8' -0" 11'4" GYPSUM CEILING (N) STOCKROOM LIGHTING MOUNTED TO UNDERSIDE OF LAY -IN CEILING (TYPICAL) MOUNT A.F.F. 1 1 I I • L- —I J STOGKROOMI GYPSUM CEILING 6YP. BD. N) 5A" GYP. BD. SOFFIT E) MALL BULKHEAD SALES AREA' (N) BLACK CABINET: G.G. TO INSTALL BLACK CABINET BESIDE ELECTRICAL PANEL. ALDO IT DEPARTMENT WILL PROVIDE AND SHIP CABINET TO THE SITE. ALL CAT5 GABLES, FROM GASH COUNTER AND "FIND" SYSTEM TO ALL COME TO THIS CABINET. CABINET TO BE MOUNTED AT 1 -0" A.F.F. ' -0 I/2 YP. BD. OFFIT (N) ILLUMINATED INTERIOR BLADE SIGN A Of OD62 6YP. BD. (N) RECESSED LIGHT FIXTURES, REFER TO LIGHT FIXTURE SCHEDULE FOR MORE INFO. OUNT 1' -0" A.F.F.1 TYPICAL) I- - -—� --U— -- (U NEW CAT5 CABLE PLUS (I) DUPLEX OUTLET (R) ELECTRICAL SERVICES (REFER TO ENGINEERING PLANS) (N) 4' -5 5/8" X 12' -0" X 4 3/4" SURFACE MOUNTED LIGHT BOX REFER TO DETAIL E /3E FOR CASHWRAP ELECTRICAL REQUIREMENTS N)24 "X 24" ACC S PANEL 11' -6" GYPSUM CEILING SALES AREA $ E) MALL BULKHEAD ISTOCKROOMI MOON at I11 -0" A.F.F. (TYPICAL) REFLECTED CEILING PLAN I/4" : I' -0" MALL SERVICE CORRIDOR 1111111111/1111111111i1 re { { <x t s t L t t� r t I f (N) 2' X 4' U56 DONN -AX 15(6" SUSPENSION SYSTEM W/ 2' X 4' FISSURED LAY -IN PANELS *562, COLOR: WHITE, REFER TO DETAIL tr w s ry i4 t Fn' 1 �'x v + z t s 9 r r � 4, r•t N) STOCKROOM LI6HTIN6 MOUNTED TO I II UNDERSIDE OF LAY -IN CEILIN6 (TYPICAL) 6„ jI 2' -5" 1' -9" 2' -4" �� -... ,Ifr- r...1...- I.diy$, r7r r, ir! I JR3.•�",?,1r1.``'ir.iJ�n,,,L, ix.5,13:r.,. (N) 5/8" TYPE SUSP. GYP. BD. 2' -5" CEILING HROUGHOUT SALES AREA " 3' -11" 3' -5" 1,444 A� "*VJW!S 0000001: RIGID VERTICAL STRUT, MAY BE STEEL STUD, SLACK IRON, EMT OR OTHER APPROVED EQUAL GOOD FOR UP TO 4' -0" HIGH. NOTE: IGG -ES EVLUATION REPORT #: ESR -1222 8 A. WIRE SPLAYED IN FOUR DIRECTIONS @ 45° @ 12' -0" O.G. EA. WAY. 8 GA, VERTICAL WIRE HANGER @ 4' -0" O.G. EA. WAY, TYP. 5/8" GYP. BD. CEILING, TYP. FLOURESGENT LIGHT FIXTURE PER R.G.P. PROVIDE (4) 4:06 SCREWS OR MFR. SUPPLIED RESTAINS TO T -BAR RUNNERS AND #8 6A. VERT. WIRE HANGERS TO STRUGT. AND WITHIN 5" OF ALL (4) CORNERS OF LIGHT FIXTURE NOTES: I. VERTICAL STRUT: A STRUT FASTENED TO THE MAIN RUNNER, SHALL BE EXTENDED 4 FASTENED TO THE STRUCTURAL MEMBERS SUPPORTING THE ROOF OR FLOOR ABOVE. THE STRUT SHALL BE ADEQUATE TO RESIST THE VERTICAL COMPRESSION INDUCED BY THE BRACING WIRES. 2. THESE HORIZONTAL RESTRAINT POINTS SHALL BE PLACED 12' -0" OR LESS O.G. IN BOTH DIRECTIONS WITH POINTS WITHIN 6' -0" FROM ANY WALL. S. VERTICAL WIRE HANGERS TO BE A MAXIMUM OF 8" PROM WALL AT PERIMETER. TYP. SUSPENDED ACOUSTICAL CEILING SCALE: N.T.S. G.G. NOTE: ALL WIRIIN6 ABOVE CEILINGS IN AN OPEN AIR PLENUM/RETURN SHALL BE PLENUM RATEDI TYPICAL TOILET CEILING SECTION 3" 4' -O" 1' -.8" 2' -0" IX CAT5 FOR "FIND ". G.G. TO BRING CONDUIT WITH ONE LOOSE CAT5 WITH 20 FEET OF EXTRA LENGHT AT BOTTOM OF THIS ARMOIRE G.G. TO PROVIDE REINFORCEMENT A5 REQUIRED SELF - TAPPING SCREWS (TYP) 2' -0 3/8" ROUGH OPENING 2' -O" DRYWALL BEAD 4 DRYWALL CEMENT TYPICAL AROUND WALL OPENING e ACCESS PANEL DIMENSION 2 Z 0 - 3 5/8" METAL STUD W/ F.R. WOOD BLOCKING TYPICAL @ PANEL ROUGH OPENING Z -14 ga. METAL DOOR, FINISH ACCESS PANEL CEILING PANEL 3" = I'-0" 24" x 24" RECESSED ACCESS PANEL SERIES: KDW BY KARP ASSOCIATES, INC. (OR EQUIVALENT APPROVED) 5/8" GYPSUM BD. FINISH CONCEALED PIANO HINGE 6Y-. BD. V7 CEILING` OUNTED (E) NEUTRAL PIER STORE CEILING ASPD E.H. PRICE AIR DIFFUSER MOUNTING CLIP I I/2" CHANNEL @ 4' -0" ;.G. MAX. AIR DIFFUSER SUPPORT DETAIL I I/2" : I' -0" • • • E.H. PRICE, 5PF STEEL SURFACE MOUNT ADAPTOR FRAME FOR DRYWALL CEILING - I" THICK, PAINTED 6YPSUM BOARD REVISION N0,? REVIEWED FOR CODE COMPLIANCE APPROVED 'JUL 17 2012 City of Tukwila BUILDING DIVISION RECEIVED JUL 13 2012 PERMIT CENTER H: \Omega \ALDO \AD012005 — South Center Shopping Town \Cad \2167.J.dwg ALDO DATE v MAY Q I, 2012 Z / / l / / / / / / / / / / / / / / / / / / / J / w� F- _ LI-I CL ova =L; �62 o:: . "c Q w Z w w ENO 1 FAN + LIGHT GOMBO I I r- - -� 1 I / 1 1 J 1 1 / \ ..l_ � / \ / \ 1 z Q > I I 2 x 3/4" THICK UNFINISH PLYWOOD PANEL 8-0" METAL STUDS INSTALLED @ lb" G /G. TYPICAL 5/8" THICK GYPSUM BOARD, TYPE X, PAINTED g) TYPICAL TOILET CEILING SECTION 3" 4' -O" 1' -.8" 2' -0" IX CAT5 FOR "FIND ". G.G. TO BRING CONDUIT WITH ONE LOOSE CAT5 WITH 20 FEET OF EXTRA LENGHT AT BOTTOM OF THIS ARMOIRE G.G. TO PROVIDE REINFORCEMENT A5 REQUIRED SELF - TAPPING SCREWS (TYP) 2' -0 3/8" ROUGH OPENING 2' -O" DRYWALL BEAD 4 DRYWALL CEMENT TYPICAL AROUND WALL OPENING e ACCESS PANEL DIMENSION 2 Z 0 - 3 5/8" METAL STUD W/ F.R. WOOD BLOCKING TYPICAL @ PANEL ROUGH OPENING Z -14 ga. METAL DOOR, FINISH ACCESS PANEL CEILING PANEL 3" = I'-0" 24" x 24" RECESSED ACCESS PANEL SERIES: KDW BY KARP ASSOCIATES, INC. (OR EQUIVALENT APPROVED) 5/8" GYPSUM BD. FINISH CONCEALED PIANO HINGE 6Y-. BD. V7 CEILING` OUNTED (E) NEUTRAL PIER STORE CEILING ASPD E.H. PRICE AIR DIFFUSER MOUNTING CLIP I I/2" CHANNEL @ 4' -0" ;.G. MAX. AIR DIFFUSER SUPPORT DETAIL I I/2" : I' -0" • • • E.H. PRICE, 5PF STEEL SURFACE MOUNT ADAPTOR FRAME FOR DRYWALL CEILING - I" THICK, PAINTED 6YPSUM BOARD REVISION N0,? REVIEWED FOR CODE COMPLIANCE APPROVED 'JUL 17 2012 City of Tukwila BUILDING DIVISION RECEIVED JUL 13 2012 PERMIT CENTER H: \Omega \ALDO \AD012005 — South Center Shopping Town \Cad \2167.J.dwg ALDO DATE EMIS /ISSUED MAY Q I, 2012 ALDO / SAJO / L.L., BID 4 PERMIT JUNE 04, 2012 ISSUED FOR CONSTRUCTION JUNE 28, 2012 ISSUED FOR SITE CONDITION JULY 12, 2012 ISSUED FOR CONSTRUCTION — (2ND. RD) PRINT DATE 2012 -07 -12 10354 REGISTERED ARCHITECT 7'/1'1/1" BLAIR S. LEACH STATE OF WASHINGTON 5 2012 -01 -10 PER LANDLORD COMMENT 4 2012 -06 -2S PER FIELD CONDITIONS I 2012 -05 -21 PER ALDO COMMENTS NO. DATE REVISION THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ALDO GROUP AND ITS ASSOCIATED COMPANIES TO EXPLAIN . THE LAYOUT AND SERVICES REQUIREMENTS FOR THE TRADE FIXTURES OR TO EXPLAIN COMPANY CONSTRUCTION STANDARDS. ALL DIMENSIONS SHALL BE VERIFIED ON SITE. ALL ERRORS AND DISCREPANCIES SHALL BE REPORTED TO THE OWNER BEFORE PROCEEDING WITH THE WORK. NO DIMENSIONS SHOULD BE MEASURED ON THE DRAWING. DIMENSIONS AND AREAS ON THIS DRAWING ARE FOR INFORMATION ONLY AAD:FITCH, Inc. FITCH 16435 North Scottsdale Rd. Suite 195 Scottsdale, Arizona 85254 T +1 480 998 4200 F+1 480 998 7223 www.FITCH.00m P.N. A17012005 ALDO G R O U P E 2300 ENILE- BELANGER, MONTREAL QUEBEC, CANADA, H4R 3J4 TEL.: (514) 747 -2536 FAX: (514) 747 -6504 PROJET /PROJECT: ALDO SOUTHGENTER INESTF ILO SEATTLE, WASH I NGTON TITRE /TITLE: REFLECTED CEILING PLAN PROJET NO. /PROJECT NO. 2 161 ECHELLE /SCALE: DESSINE /DRAWN: A.M.J. VERIFIE /CHECKED: K.5. CONCEPT, ANNEE /YEAR: AA06 PAGE: 2 ALD 0 ELECTRICAL LEGEND - 2006 ISSUED: MARCH, 2012 USA UGHT1NG FIXTURES MAY 01, 2012 LIGHTING FIXTURES JUNE 04, 2012 ELECTRICAL EQUIPMENT JUNE 28, 2012 SOUND EQUIPMENT NO TYPE OLSCRIP11ON MOONING LAMP DESC. VOLTS MANUFAC1URER MODEL. REMARKS FINISH QTY NO TYPE DESCRIPTION YIU11NG LIMP DESC. VOLTS MANUFACTURER MODEL REMARKS FINISH QTY NO TYPE DESCRIP110N Q1Y NO TYPE OESO MP1ION QTY � �' �� r� ' : +O , ++' DI ' ��� /I.I / 21 EMERGENCY LIGHT SURFACE MOUNTED 12W 120 BEGHELLI HWE12- 150 - 2LR -12W 150W 120/277 VAC, 12 VDC BATTERY UNIT C/W 2x12W HEADS 2 36 CONVENIENCE DUPLEX OUTLET 20A -120V AT 12" A.F.F. (UNLESS OTHERWISE NOTED) BY "DECORA SERIES ", WHITE 39 54 sw RECEIVER: TEAC AG370, COL: BLACK 2 2Pr SPEAKERS: CANTON PLUS X, COI: WHITE BRACKETS FOR CEILING MOUNTING INCLUDED FOR WALL MOUNTING, USE CANTONMOUNT X BRACKET PROVIDE 1 WIRE /SPEAKER I' / I /� / / I , % • , ./ i 1 1 r ' 1 ' Kr-, ' T 8 : B E .I' , ,•1 AIA#AV/ /; + ,� + + 0► ;, �I , .. R �.o. 1 T►• 4-LR• 1' 0 B C IN E A .' + + +'A ,�� .0 •N ►•: :+ 0C/W E + N ' 0' . s • : +)ce " , FArli LEAR ALZA. REFLECTOR, / / / d 6 i' !4 ' r. 1 � i �� r : : � ��,�I� s (11;111' 1: • 1 • ' s ' '' + D� e.1, i s 3 37 IF-5LE RECEPTACLE IES. FLO V BOX ISOLATED GROUND HUBBEL IF -5251 IN T &B SERIES.. FLOOR BOX FOR CASH REGISTER RUN A SEPARATE GREEN ISOLATED WIRE DIRECT TO GROUND 2 SUBWOOFER: CANTON AS60, COL. GREY PROVIDE ELECTRICAL OUTLET AND WRING ® 8" A.F.F. (IF SUBWOOFER IS IN FEATURE) 23 p�Cl EMERGENCY LIGHT SURFACE MOUNTED 18W 120 BEGHELLI ESL- 12 -36- 2LR- FM -12W -H 120/277 VAC 36W, SELF POWERED UNIT 2x18W PAR 36 FRONT MOUNT HEADS 38 C TELEPHONE OUTLET e 55 1;1 RUSSOUND VOLUME CONTROLER, - #ALT( -2D, IN STOCKROOM 24 EXIT SIGN CEILING MOUNT 9W 120 BEGHELLI OL2- SA- LR- 1 -C -CR "EXIT" EDGELIT RED LETTERS ON CLEAR ACRYLIC 120/277 VAC SELF POWERED WHITE 1 39 TELEPHONE OUTLET FOR CREDT CARD VERIFICATION 2 56 �1 AMX SPEAKERS, 2 CHANNELS, #AS01, COLOR BLACK IN STOCKROOM 2 AAAI° , 10+ ' BULB: 4100' K, CRI = ±82 25 SEOITKS GNM U MOUNTAL 120 BEGHELLI STX- SA- LR -U -W WHITE METAL, WHI 27 FOR STOCKROOM ONLYp -- / SITE 3 40 �T PROGRAMMABLE THERMOSTAT BY ROBERTSHAW SERE 300, WHITE, INSTALLED AT 61" A.F.F. 1 57 ® AJMX SPEAKER SWITCH, #AR 45 / 12M12 STOCKROOM Y6 27 ril �� IJ�.�I fF-9 II I II 1 L FLUORESCENT FLUORESCENT (2x) 21W ) 34 LONG + (2x) 28W 46 "LONG. EACH T5 FIXTURE W/ ELECTRONIC BALLAST 41001( BULB AND CLEAR TUBEGUARD OVER LAMP (3x) 21W 34 "LONG + (3x) 28W 46 "LONG. EACH T5 MINIATURE FIXTURE W/ ELECTRONIC BALLAST 4100K BULB AND CLEAR UBE AR OVER LAMP 120 120 CANLYTE CFI CANLYTE CFI PORT BLEICFIXTURE (2x) ALD91SWH2821 UNVPG - PNT- P -LP841 PORTABVERTICAL EFIXTURE (3x) ALD91SWH2821 UNVPG- PNT- P -LP841 SINGLE SECTION WALL DISPLAY WITH (2) VERTICAL PORTABLE LIGHTING. WITH A MALE PLUG -IN 8'RO "L. CORD. GENERAL CONTRACTOR TO SUPPLY AND INSTALL CONVIENCE DUPLEX OUTLET(S) AS PER ENGINEER'S ELECTRICAL DRAWINGS DOUBLE SECTION WALL DISPLAY WITH (3) VERTICAL PORTABLE LIGHTING. WITH A MALE PLUG -IN 8'RO "L. CORD. GENERAL CONTRACTOR TO SUPPLY AND INSTALL CONVIENCE DUPLEX OUTLET(S) AS PER ENGINEER'S ELECTRICAL DRAWINGS WHITE WHITE 4 2 41 SINGLE TOGGLE SWITCH 15A 1 P 120V, "DECORA SERIES" WHITE 5 ��"�, 1 + •+ 8" A ���� OTHERS i� 42 SPEAKER WIRING POINT OF ORIGIN AT 66" AFf. (INSTALLED HORIZONTALLY) (SUPPLIED AND INSTALLED BY ELECTRICAL CONTRACTOR) 1 58 SQUARE DIFFUSER IN ALUMINUM, MODEL ASPD \31\ B12, SERIES SPD BY 'PRICE' DIMENSION : 24 "(SALES AREA) , 12 "(WINDOWS) g 4 0 COMPACT FLUORESCENT RECESSED DOWNLIGHT (1x) 32W 120 COOPER LIGHTING PDS PD6- V142E -6VC ■J 43 �J CHIME, BY "EDWARDS" #17 -4, LOCATED ON STOCKROOM ENTRANCE CEILING 1 d i A (' �, //. •" Ord R 0 I zeirir IA 'I I A, Air' I ,� WHITE 5 59 E.H. PRICE C/W O.B. DAMPER MODEL 530 /FL /A 812 45' DEFLECTION BLADES. (REFER 10 ENGINEER DRAWINGS) _= — - 44 O „ „ BUZZER, BY EDWARDS #600, LOCATED AT BACKSTORE ENTRANCE 1 60 t• ELECTRICAL PANEL (SEE ENGINEER DRAWINGS) 2(R) r = ► i s + . R • ' I 1.0,0'••, + . +0+ r RI• d , 45 C TIME CLOCK, BY "PARAGON" #7007 -0 OR EQUIVALENT 1 II'� .., ': ' ' " O� r �� , ' .�+ 0 S E • p +, : -Al, + ; •I,' W• ,• Ally; 47 • + • 0 iD , , ��'' rIo• + +' . + .D ' 28 FLUORESCENT (4x) 21W 34 "LONG + (4x) 28W 46 "LONG. EACH T5 MINIATURE FIXTURE W/ ELECTRONIC BALLAST 41001( BULB AND CLEAR TUBEGUARD OVER LAMP 120 CANLYTE CFI VERTICAL PORTABLE FIXTURE (4x) ALD91SWH2821 UNVPG- PNT- P -LP841 TRIPLE SECTION WALL DISPLAY WITH (4) VERTICAL PORTABLE LIGHTING. EACH FIXTURE IS SUPPLIED WITH A MALE PLUG -IN 8' -0 "L. CORD. GENERAL CONTRACTOR TO SUPPLY AND INSTALL CONVIENCE DUPLEX OUTLET(S) ( ) AS PER ENGINEER'S ELECTRICAL DRAWINGS WHITE 5 SIGN JUNCTION BOX (SEE SIGN SPECS.) 9 • MULTIPLE LARGE SIMPLE CERAMIC METAL HALIDE RECESS (1) 39 WATT PAR 30 CMH 120 SYSTEMALUX 8210- 1MH35- 120 -01 WITH MUL -210C PLASTER FRAME AND 8211 -01 CROSS BAFFLE 40001(, 0 SRAM SYLVANIA ONLY, 30' FLOOD FIXTURES WITH BAFFLE TO BE USED FOR FLOOR UNITS ONLY I L. 1 1 �� 1 48 Q JUNCTION BOX 11 10 MULTIPLE LARGE DOUBLE CERAMIC HALIDE RECESS (2) 39 WATT PAR 30 CMH 120 SYSTEMALUX 8220- 2MH35- 120 -01 WITH MUL -220C PLASTER FRAME AND 8211 -01 CROSS BAFFLE 4000 K, 0 SRAM SYLVANIA ONLY, 30' FLOOD FIXTURES WITH BAFFLE TO BE USED FOR FLOOR UNITS ONLY WHITE 18 • 49 STOREFRONT SIGN - INCLUDING FLUORESCENT FIXTURE - TO BE HARDWIRED SEE MANUFACTURER PIP;- d. ' • ►' r �' , I 0 + `F , pro• . R. • + ' O.• O' F �� r �� , /� i:j I�l.I'�1 ���' �� ' +0', „ ' �•• -°' : 0 1' Up .� 0 PIG + 4•• f 10.0 C D W AA r ' Add WHITE 2 50 $ TELEPHONE OUTLET FOR ALARM RJ31X (CONNECTED TO SECOND PNONE LINE) 1 r ,'�' I .� ,L rjFrj7 A .. iiR W' D '.• .'r•' IT 0 i is% ,•DAdirerier 1 • 1. 13 II_'1' SIMPLE METAL HALIDE RECESSED () 39 WATT (1) T4, GU6.5 BASE 4000K 120 AMERLUX CYLSR- 1- 39- T4GU6.5 _E -WT- 120 -FL -WT FLOOD 25' REFLECTOR FROSTED LENSE FOR CEILING BETWEEN 9feet Sc 14feet WHITE 21 30 �i ,) F i 1 FLUORESCENT DISPLAY FURNITURE (1x) 21W (1x) 21W T5 4100'K 120 FORESIGHT MINIATURE "STAR INTERLINK" WITH ELECTRONIC BALLAST COMPLETE WITH REMOVABLE DIFFUSER LENSE, MOUNTING CLIP, WHITE 72" LONG PLUGIN CABLE;. "END TO END" INTER CONNECTOR G.C. TO SUPPLY & INSTALL FLOOR OUTLET AS PER ENGINEER'S ELECTRICAL DRAWINGS I w I 52 RECESS FLOOR BOX WITH DUPLEX RECEPTACLE, 20A -120V FOR PLUG IN DISPLAY TABLES WITH ALUMINUM FINISHED FLIP LID COVER PLATE AND BOX, LEW ELECTRIC, CAT SW8- 2LR -A, OR APPROVED EQUAL, CONTRACTOR SHALL MEASURE FLOOR CAVITY TO INSURE PROPER FITTING 4 14 DOUBLE METAL HALIDE RECESSED (2) 39 WATT T4, GU6.5 BASE 40001( 120 AMERLUX CYLSR- 2- 39- T4GU6.5 -E -WT- 120 -FL -WT FLOOD 25' REFLECTOR FROSTED LENSE FOR CEILING BETWEEN 9feet & 14feet WHITE 12 AA os I— 3K01 -� — rl �T4 I;�I 31 [AA 0 C3A1 FLUORESCENT DISPLAY FURNITURE (1x) 21W T5 41001( 120 FORESIGHT MINIATURE "STAR INTERLINK" WITH ELECTRONIC BALLAST COMPLETE WITH REMOVABLE DIFFUSER LENSE, CABLE, CLIP, WHITE 72" LONG PLUGIN "END , END TO END" INTER CONNECTOR G.C. TO SUPPLY & INSTALL FLOOR OUTLET AS PER ENGINEER'S ELECTRICAL DRAWINGS WHITE 2 15 �—� 8' -0" FLUORESCENT SURFACE MOUNTED (2x) 28W COOL WHITY T8 BULB F28T8/SP41 120 COOPER LIGHTING 4T -SN- 132- 120EB81 SPECIFY "USA" FOR "URL " CERTIFICATION ", INSTALLED AT 12' -0" A.F.F. SUPPLY & INSTALL PROTECTION GRILLE IF STOCKROOM HEIGHT IS LESS THAN 10' -0" HIGH OR WHEN STOCKROOM IS ON TWO LEVELS. WHITE 12 I AA"0 3K03 j� P1 i i I 53 a O COMMUNICATION BOX WITH 1 -CAT. 5 CABLE FOR FIND SYSTEM IN SALES AREA. WIRE TO BE RUN DOWN DEMISED WALL IN CONDUIT. ALLOW 10 FEET SLACK AT BOTH ENDS AND COILED UNDER ARMOIRE BASE. , / .414 I' ' , / , OV :L DI 'I r , /',' �i' 10" +" r . 1 1'" '•'0. .�U 2. 8 '" + :P 0.' 1':: �T! L. 1 0" .P N A .� �„ G►" .,OS Q1 S 0 T '+ • A • '� I p r Orr44 ► • ,S'P ►.. / +• / /I F r/AAPAreArr . ,,. „ '/ AS �, 0 •: D R , • GI ,!: N11P0 . I ' ' 0. E+ 0• ' ,N 1 I wAdlOirAaleirA , I , ..us ,1� 1 A IsA A AllA A 0: ° ° Fx� r . ►,'11:.'' 'ply+ 1 I I '0 , 0. ' " d ' l'AVAA I ' ; / , A,A,OA ' • ; r + , r . C►' 2F 4. L „p_ . O.. 0, G 01 DI. S 1 ' .R A Al 19 VENTILATION LIGHT FIXTURE 26W 120 BROAN QTR110L VENTILATION LIGHT FIXTURE COMBINATION / 1 I / r/; /' el ,• :/ ��` ,/ ' ' 1 LI 'T :. D N 1 S • • L G H -'D "Er o :. 0 H G .. • • : + • 0 I s+X :U :: 0.' For / / Ai , 20 EMERGENCY LIGHT RECESSED 9W 120 BEGHELLI _ _ RDO SE SW RECESSED GIMBAL 120/277 VAC, SELF POWERED 3 NOTES: QUANTITIES OF ANY DISCREPANCIES WITH FOR ALARM INSTALLATION, EXISTING FIXTURES, OUTLETS, ETC. DESCRIBED IN ELECTRICAL LEGEND TO BE CHECKED ON SITE - PLEASE ADVISE THE ALDO GROUP OF QUANTITIES NOTED ON PLAN REFER TO SEPARATE DRAWING REVISION N0,? REVIEWED FOR CODE COMPLIANCE APPROVED JUL 17 2012 My of Tukwila BUILDING DIVISION RECEIVED JUL 13 2012 PERMIT CENTER H: \Omega \ALDO \AD012005 — South Center Shopping Town \Cad \2167_1 :dwg ALDO DATE EMIS /ISSUED MAY 01, 2012 ALDO / SAJO / L.L., BID $ PERMIT JUNE 04, 2012 ISSUED FOR CONSTRUCTION JUNE 28, 2012 ISSUED FOR SITE CONDITION JULY 12, 2012 ISSUED FOR CONSTRUCTION - (2ND. RD.) PRINT DATE 2012 -07 -12 7/1/10 BLAIR S. LEACH STATE OF WASHINGTON 2012 -o5 -2a PER ALDO COMMENTS NO. DATE REVISION THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ALDO GROUP AND ITS ASSOCIATED COMPANIES TO EXPLAIN THE LAYOUT AND SERVICES REQUIREMENTS FOR THE TRADE FIXTURES OR TO EXPLAIN COMPANY CONSTRUCTION STANDARDS. ALL DIMENSIONS SHALL BE VERIFIED ON SITE. ALL ERRORS AND DISCREPANCIES SHALL BE REPORTED TO THE OWNER BEFORE PROCEEDING WITH THE WORK. NO DIMENSIONS SHOULD BE MEASURED ON THE DRAWING. DIMENSIONS AND AREAS ON THIS DRAWING ARE FOR INFORMATION ONLY AAD:FITCH, Inc. FITCH 18435 North Scottsdale Rd. Suite 195 Scottsdale, Arizona 85254 T +1 480 998 4200 F +1 480 998 7223 www.FITCH,com P.N. A17OI2005 ALDO G R 0 UP E 2300 EMILE- BELANGER, Iv ONTREAL QUEBEC, CANADA, H4R 3J4 TEL.: (514) 747 -2536 FAX: (514) 747 -6504 PROJET /PROJECT: ALDO SOUTHGENTER 1NESTF I ELD SEATTLE, JNASH I NGTON TITRE /TITLE: LIGHT FIXTURE SCHEDULE PROJET NO. /PROJECT NO. 2161 DESSINE /DRAWN: A.M.J. ECHELLE /SCALE: VERIFIE /CHECKED: K.S. CONCEPT, ANNEE /YEAR: AA06 PAGE: 2A WALL TYPE LE6END DEMISING WALL AND COLUMN EXISTING WALL TO REMAIN NEW WALL TO BUILD SEE TYPE > NOTE: APPLY SEALER ON GROUT AFTER INSTALLATION TRANSITION STRIP: RENO -RAMP SERIES BY "SCHLUTER SYSTEMS" y2" Ht, MODEL #AERP 125 ALUMINUM SATIN ANODIZED FINISH STOCKROOM AREA I G.G. HA5 TO MAKE SURE THAT THE STORE FLOOR TILES AND START OF RENO -RAMP ARE AT THE SAME LEVEL. G.G. HAS TO ADVISE ALDO GROUP OF ANY SPECIAL SITE CONDITION. 33" I/8" ALUMINUM TERRAZZO TRANSITION STRIP SALES AREA I LOOR TILE G (E) CONCRETE FLOOR D TRANSITION STRIP DETAIL 1' -0ll o I' -0Ya G.G. 15 REQUIRED TO INSTALL A WATERPROOF MEMBRANE IN ALL WET AREAS OF THE SPACE. TENANT SHALL USE A 30 MIL POLYETHYLENE CLEAVAGE MEMBRANE (EQUAL TO NOBLESEAL TS) INSTALLED PER MANUFACTURES RECOMMENDATIONS AND ANSI A.I08. MEMBRANE MUST BE EXTENDED UP THE WALL A MINIMUM OF 4" OR EQUAL TO THE HEIGHT OF THE FLOOR BASE. 3Y2" GENERAL NOTES LANDLORD APPROVAL MUST BE AWARDED PRIOR TO START OF WORKS. ONE SET OF LANDLORD APPROVED DRAWINGS SHALL BE KEPT INTACT ON JOB SITE AND AVAILABLE FOR REFERENCING AT ALL TIMES. PRIOR TO START OF CONSTRUCTION, THE GENERAL CONTRACTOR SHALL MEET WITH THE APPROPRIATE REPRESENTATIVE OF MALL AND OTHER AUTHORITIES. CONTRACTORS SHALL COMPLY WITH ALL REQUIREMENTS FOR BARRICADES, SAFETY, WORK HOURS, ACCESS, ETC. CONTRACTORS SHALL VERIFY ALL CRITICAL DIMENSIONS AND CONDITIONS OF EXISTING CONSTRUCTION THAT RELATE TO THIS TENANTS WORK. PRIOR TO CONSTRUCTION, NOTIFY TENANT IN WRITING REGARDING ANY ELEMENTS FOUND TO BE INCONSISTENT OR NOT COMPATIBLE WITH THE WORK INDICATED BY THESE DOCUMENTS. THE GENERAL CONTRACTOR SHALL VERIFY WITH MALL AUTHORITIES THE EXACT LEASE LINE OF THE TENANT SPACE INCLUDING "POP —OUT" CONDITIONS AND SIGN PROJECTING OVER LEASE LINE WHERE APPLICABLE, AND SHALL BE FAMILIAR AND COMPLY WITH ALL REQUIREMENTS FOR THE INTERSECTION OF TENANT CONSTRUCTION WITH MALL CONCOURSE CONSTRUCTION. THE GENERAL CONTRACTOR SHALL NOTIFY THE TENANT OF ANY REQUIREMENTS THAT CAUSE A CONFLICT WITH THE WORK INDICATED BY THE CONTRACT DOCUMENT. CONTRACTORS SHALL BE FAMILIAR AND COMPLY WITH MALL REQUIREMENTS FOR ATTACHMENT TO AND SUSPENSION FROM THE EXISTING MALL STRUCTURE. THE GENERAL CONTRACTOR SHALL PATCH, REPLAGE AND /OR REPAIR ALL EXISTING MALL CONSTRUCTION DAMAGED OR DISTURBED DURING WORK AS INDICATED BY THE CONTRACT DOCUMENTS. SPECIAL CARE SHALL BE TAKEN TO MAINTAIN OR RESTORE THE INTEGRITY OF ANY FIRE RATED WALLS AND PARTITIONS, SMOKE DETECTION AND ALARM SYSTEMS. ALL EXISTING SUBSTRATES SHALL BE PATCHED, GROUND, FILLED, ETC., AS REQUIRED TO PROVIDE A SUITABLE SUBSTRATE FOR THE APPLICATION OF NEW FINISHES AS DESCRIBED BY THE MANUFACTURER'S SPECIFICATIONS. ANY INSTALLATION OR APPLICATION OF A NEW FINISH OVER A SUBSTRATE SHALL CONSTITUTE ACCEPTANCE OF THE SUBSTRATE. THE GENERAL CONTRACTOR SHALL NOTIFY THE TENANT OF ANY SUBSTRATE THAT CANNOT BE REASONABLY PREPARED TO RECEIVE OR ACCEPT THE NEW FINISHES. G.G. TO COORDINATE CONSTRUCTION WORK WITH ENGINEER'S PLANS. ALL EXISTING DEMISING WALLS AND NEW WALL CONSTRUCTION TO BE BUILT TO THE DECK LEVEL, UNLESS OTHERWISE NOTED (REFER TO WALL TYPES LEGEND). SALES AREA I FLOOR TILE D TRANSITION STRIP: SCHIENE SERIES BY "SCHLUTER SYSTEMS" " Ht, MODEL #AE 125 ALUMINUM SATIN ANODIZED FINI511 Y MA 1 MALL AREA! 1 G.G. HAS TO MAKE SURE THAT THE STORE FLOOR TILES AND MALL'S FLOOR TILES ARE AT THE SAME LEVEL. G.G. HAS TO ADVISE ALDO GROUP OF ANY SPECIAL SITE CONDITION. • I a 4 4 a d a 4 as (E) CONCRETE FLOOR TRANSITION STRIP DETAIL II -0M C 1Y -0" ISSUED. MAY, 2010 DOORS SCHEDULE DOORS 4- CENTER LINE OF WIDTH OF SALES FLOOR STORE NO. LOCATION DIMENSIONS TYPE MAT. FINISH U.L.G. GLAZING MAT. GROUT JOINT I/8" MAXIMUM SILL HARDWARE NOTE STOREFRONT (Barricade) v HOLLOW GORE METAL. DOOR METAL BARRICADE SAME AS - -- - -- - -- BARRIGAI SAME AS - -- - 3 STANDARD HINGES - PRIVACY LATCH SET # D 105 BY SGHLAGE - KNOB TYPE 'PLYMOUTH', FINISH 626D BY SGHLAGE D TYPICAL TILE INSTALLATION 2- 3' -6" x 10' -0" (NEW) 24" X 24" CERAMIC TILES, FINISH gLUMINUN GLASSANODIZED 3 IVY S IY -O" TRANSITION STRIP: RENO -RAMP SERIES BY "SCHLUTER SYSTEMS" y2" Ht, MODEL #AERP 125 ALUMINUM SATIN ANODIZED FINISH STOCKROOM AREA I G.G. HA5 TO MAKE SURE THAT THE STORE FLOOR TILES AND START OF RENO -RAMP ARE AT THE SAME LEVEL. G.G. HAS TO ADVISE ALDO GROUP OF ANY SPECIAL SITE CONDITION. 33" I/8" ALUMINUM TERRAZZO TRANSITION STRIP SALES AREA I LOOR TILE G (E) CONCRETE FLOOR D TRANSITION STRIP DETAIL 1' -0ll o I' -0Ya G.G. 15 REQUIRED TO INSTALL A WATERPROOF MEMBRANE IN ALL WET AREAS OF THE SPACE. TENANT SHALL USE A 30 MIL POLYETHYLENE CLEAVAGE MEMBRANE (EQUAL TO NOBLESEAL TS) INSTALLED PER MANUFACTURES RECOMMENDATIONS AND ANSI A.I08. MEMBRANE MUST BE EXTENDED UP THE WALL A MINIMUM OF 4" OR EQUAL TO THE HEIGHT OF THE FLOOR BASE. 3Y2" GENERAL NOTES LANDLORD APPROVAL MUST BE AWARDED PRIOR TO START OF WORKS. ONE SET OF LANDLORD APPROVED DRAWINGS SHALL BE KEPT INTACT ON JOB SITE AND AVAILABLE FOR REFERENCING AT ALL TIMES. PRIOR TO START OF CONSTRUCTION, THE GENERAL CONTRACTOR SHALL MEET WITH THE APPROPRIATE REPRESENTATIVE OF MALL AND OTHER AUTHORITIES. CONTRACTORS SHALL COMPLY WITH ALL REQUIREMENTS FOR BARRICADES, SAFETY, WORK HOURS, ACCESS, ETC. CONTRACTORS SHALL VERIFY ALL CRITICAL DIMENSIONS AND CONDITIONS OF EXISTING CONSTRUCTION THAT RELATE TO THIS TENANTS WORK. PRIOR TO CONSTRUCTION, NOTIFY TENANT IN WRITING REGARDING ANY ELEMENTS FOUND TO BE INCONSISTENT OR NOT COMPATIBLE WITH THE WORK INDICATED BY THESE DOCUMENTS. THE GENERAL CONTRACTOR SHALL VERIFY WITH MALL AUTHORITIES THE EXACT LEASE LINE OF THE TENANT SPACE INCLUDING "POP —OUT" CONDITIONS AND SIGN PROJECTING OVER LEASE LINE WHERE APPLICABLE, AND SHALL BE FAMILIAR AND COMPLY WITH ALL REQUIREMENTS FOR THE INTERSECTION OF TENANT CONSTRUCTION WITH MALL CONCOURSE CONSTRUCTION. THE GENERAL CONTRACTOR SHALL NOTIFY THE TENANT OF ANY REQUIREMENTS THAT CAUSE A CONFLICT WITH THE WORK INDICATED BY THE CONTRACT DOCUMENT. CONTRACTORS SHALL BE FAMILIAR AND COMPLY WITH MALL REQUIREMENTS FOR ATTACHMENT TO AND SUSPENSION FROM THE EXISTING MALL STRUCTURE. THE GENERAL CONTRACTOR SHALL PATCH, REPLAGE AND /OR REPAIR ALL EXISTING MALL CONSTRUCTION DAMAGED OR DISTURBED DURING WORK AS INDICATED BY THE CONTRACT DOCUMENTS. SPECIAL CARE SHALL BE TAKEN TO MAINTAIN OR RESTORE THE INTEGRITY OF ANY FIRE RATED WALLS AND PARTITIONS, SMOKE DETECTION AND ALARM SYSTEMS. ALL EXISTING SUBSTRATES SHALL BE PATCHED, GROUND, FILLED, ETC., AS REQUIRED TO PROVIDE A SUITABLE SUBSTRATE FOR THE APPLICATION OF NEW FINISHES AS DESCRIBED BY THE MANUFACTURER'S SPECIFICATIONS. ANY INSTALLATION OR APPLICATION OF A NEW FINISH OVER A SUBSTRATE SHALL CONSTITUTE ACCEPTANCE OF THE SUBSTRATE. THE GENERAL CONTRACTOR SHALL NOTIFY THE TENANT OF ANY SUBSTRATE THAT CANNOT BE REASONABLY PREPARED TO RECEIVE OR ACCEPT THE NEW FINISHES. G.G. TO COORDINATE CONSTRUCTION WORK WITH ENGINEER'S PLANS. ALL EXISTING DEMISING WALLS AND NEW WALL CONSTRUCTION TO BE BUILT TO THE DECK LEVEL, UNLESS OTHERWISE NOTED (REFER TO WALL TYPES LEGEND). SALES AREA I FLOOR TILE D TRANSITION STRIP: SCHIENE SERIES BY "SCHLUTER SYSTEMS" " Ht, MODEL #AE 125 ALUMINUM SATIN ANODIZED FINI511 Y MA 1 MALL AREA! 1 G.G. HAS TO MAKE SURE THAT THE STORE FLOOR TILES AND MALL'S FLOOR TILES ARE AT THE SAME LEVEL. G.G. HAS TO ADVISE ALDO GROUP OF ANY SPECIAL SITE CONDITION. • I a 4 4 a d a 4 as (E) CONCRETE FLOOR TRANSITION STRIP DETAIL II -0M C 1Y -0" ISSUED. MAY, 2010 DOORS SCHEDULE DOORS FRAMES HARDWARE NO. LOCATION DIMENSIONS TYPE MAT. FINISH U.L.G. GLAZING MAT. FINISH SILL HARDWARE NOTE STOREFRONT (Barricade) 3I -0" x 1' -0" (see plans) HOLLOW GORE METAL. DOOR METAL BARRICADE SAME AS - -- - -- - -- BARRIGAI SAME AS - -- - 3 STANDARD HINGES - PRIVACY LATCH SET # D 105 BY SGHLAGE - KNOB TYPE 'PLYMOUTH', FINISH 626D BY SGHLAGE STOREFRONT (Mall to store) 2- 3' -6" x 10' -0" (NEW) FRAME LESS PIVOT DOORS 5Y "PRE:LCO" OR G.R. LAURENCE EQUIVALENT �- gLUMINUN GLASSANODIZED CLEAR - -- 3/4 TEMP. GLASS - -- - -- - -- STANDARD HARDWARE FOR "PREL -CARD" WITH BOTTOM DEAD LOCK TYPE "SS -301x' 60" HIGH HANDLE #TG 9451 BY "DORMA" HARDWARE, TRAGIC BY "PRELCO" OR MEDECO LOCKS (N) REST ROOM (STOCKROOM TO TOILET) 31-0" X G'-b" (NEN1) MASONITE HONEY COMB CORE HASONITE PAINTED SEMI GLOSS ALKYDE - -- - -- METAL PANTED MARBLE - 2 STANDARD HINGES - LOCK OFFICE FUNCTION AL50PD -JUP -626 BY 'SGHLAGE' - WALL MOUNTED DOOR STOP - DOOR CLOSER "CORBIN RUSSWIN" DG4000 SERIES. MODEL # DC4613 - HANDICAP WASHROOM MIXTE STICKER 4 BAGKSTORE (stockroom to corridor) 3' -ou X TY -0" (NEW BY LANDLORD) METAL METAL PAINTED - -- - -- METAL PAINTED METAL - 3 STANDARD HINGES - PANIC BAR "VON DUPRIN" 22 SERIES FIRE EXIT DEVICE MODEL # 22TP -F U526D - DOOR CLOSER "CORBIN RUS5WIN" DC4000 SERIES. MODEL # DC4613 - 110° BRIGHT BRASS WIDE ANGLE VIEWER, MODEL #803968 BY 'STANLEY' HARDWARE OR EQUIVALENT APPROVED G.C. TO INSTALL NEW PANIC HARDWARE DEVICES IF NONE ALREADY EXIST., MEDELCO LOCKS NOTES: DOOR FRAMES AND HARDWARE TO BE SUPPLIED AND INSTALLED BY THE GENERAL CONTRACTOR, UNLESS SPECIFIED, SEE BELOW FOR TO BE APPROVED BY THE ALDO GROUP LOCKS SPECIFICATIONS. MAIN ENTRANCE TO READ "THIS DOOR SHALL REMAIN UNLOCKED WHILE BUILDING 15 OCCUPIED" IN I" HIGH LETTERS OF CONTRAST IN COLOR TO SHALL BE THE LEVER TYPE, NOT REQUIRING TIGHT GRASPING, EXCESSIVE TWISTING, OR MOVEMENT OF THE WRIST, AND CAPABLE OF OPERATING LB. OF PRESSURE BE MOUNTED BETWEEN 34" AND 46" OF FINISHED FLOOR SHALL BE ADJUSTED TO OPERATE WITH 5 LB. OF FORGE APPLIED TO DOOR. EXCEPTION- FIRE DOORS SHALL BE ADJUSTED TO OPERATE WITH 15 OR AS DIRECTED BY FIRE OFFICIAL. 10" OF THE PUSH SIDE OF DOORS SHALL BE PROVIDED WITH A SMOOTH SURFACE EXTENDING THE FLL WIDTH OF THE DOOR; EXCEPTION: TEMPERED WITHOUT TOP EDGE STILES HAVING A BOTTOM RAIL OR SHOE WITH THE TOP EDGE TAPERED 60 DEGREES MIN FROM THE HORIZONTAL. DOOR OR LATCHES) WITHIN 10" OF THE FLOOR SURFACE SHALL NOT PROTUDE MORE THAN )(6" FROM ADJACENT SMOOTH SURFACE. OF DOORS SHALL PROVIDE A MIN CLEAR WIDTH OF 32" AS MEASURED FROM THE DOOR SURFACE TO THE OPPOSITE JAMB, WHEN THE DOOR 15 OPEN POSITION. BE SIDE HINGE OR PIVOT STYLE 4 OPEN IN THE DIRECTION OF TRAVEL WHEN SERVING AN OCCUPANT LOAD OF 50 OR MORE PERSONS. I. ALL DOORS, 2. ALL. EQUIVALENT 3. SIGN ABOVE BACKGROUND 4. ALL DOOR HANDLES WITH UNDER 5 5. HARDWARE SHALL 6. DOOR CLOSERS LB. OF FORGE, 1. THE BOTTOM GLASS DOORS HARDWARE (LOCKS 8. DOORS OR LEAFS IN THE FULLY a. DOORS SHALL NOTE TO GENERAL CONTRACTOR: SECURITY NEW STORE= CONTRACTOR NEW PANIC BAR 15 ALREADY LOCK. EXISTING LOCK EXISTING STORE 15 TO SUPPLY 4 OR KEEP EXISTING IN PLACE, IT SHOULD 4 TO RE— INSTALL ON RE— INSTALL AT AT TEMP TO STORE THAT WAS 142r.:15.11110. PIVOT DOORS- GATES HOUSING #32- 0115 -26 0101 -20 -26 S14652285 HOUSING #32- 0115 -26 0101 -20 -26 59t652285 SET #AL80PD —SAT -626 —T4 -626 514652213 PER NEW BY THE LOCK KEY 4 HARDWARE ALL 15 SATIN CHROME FINISH UNLESS OTHERWISE REQUESTED. IF THIS 15 A RENOVATION OF AN EXISTING ALDO GROUP LOCATION, LOCK ARE TO BE RECUPERATED. RE —USE LAYOUT AND RE —KEY AS REQUIRED. UPON FINALIZATION OF WORK, THE GENERAL CONTRACTOR SHALL CONTACT THE FOLLOWING LOCKSMITH, NAMED ALDO GROUP, TO PERFORM THE REPLACEMENT OF ALL CYLINDERS. ALL LOCK CYLINDERS SHOULD HAVE THE SAME MASTER LOCK. G.G. TO FURNISH KEYS TO ALDO @ FINAL SITE INSPECTION. QUANTITY OF KEYS IS 2. STOREFRONT DOOR GENERAL INSTALL NEW MEDECO LOCKS. BACKDOOR: TO INSTALL ONE, IF AN EXISTING LOCK BE REPLACED BY NEW MEDEGGO RENOVATION SLIDING GLASS DOUBLE: DOORS- MEDECO 5 PINS 1/C MORTISE 514652304 MEDEGO 5 PINS I/C CORE #32- TWO EACH (OUTSIDE /INSIDE) REAR EXIT DOOR MEDECO 5 PINS I/C MORTISE 5M #652304 MEDECO 5 PINS I/C GORE #32- OFFICE DOOR SGHLAGE STOREROOM LEVER MEDECO T -4 CORE #201612005I REMOTE STOREROOM MEDECO I/C CORE DEAD BOLT. LOCKSMITH TO REMOVE NEW DOOR. . N TO N REMOVE NEW LOCATION. LOCKS FROM TEMP STORE (W/ RENOVATION): REMOVE LOCKS FROM EXISTING STORE, INSTALL STORE 4 REINSTALL SAME LOCKS BACK RENOVATED. TEMP STORE (WITHOUT RENOVATION): CONTACTS STANLEY SECURITY SOLUTIONS ATTN : TODD CONGROVE 6150 E. 75TH 5T., SUITE 125 TEL : (811) 333 -1214 INDIANAPOLIS, IN 46250 FAX : (866) 642 -8151 TODD.CON6ROVE @SBDINC.COM SAME AS NEW STORE. t 82' -10%" (FIELD VERIFY) 7'-2" 23' -1Y2" " 5" 2' -1" 37' -0 % /a" L�! I; Ic YO 7h i v . 1 I P ,.r■ `Tsqf i3t � ,!- ..!i . i ai r � vr3a dn 1 1g■ ■LU I 111111111111111 1 ■■ ■ "m11 ■ ■1 NEW �■■ ■■N � ■ ■ ... ..� ■ ■� ■\r:(0� ■ ■ ■ ■■ 11 ■ ■110111111 111 .■■■•■■■116■ Waal■ ■■ (N) LAVATORY (E) DEMISING PARTITION ADJACENT! TENANT PAINT STOCKROOM WALLS WITH ONE GOAT WHITE PRIMER (TYP.) 14' -0" 11' -10Y2" ,,1 ± 28' -4Y8" (FIELD VERIFY) (N) ADA GRAB BARS IA (N) TOILET (N) 8" x 8" CERAMIC TILE BY G.C. T (N) MOP SINK (N) DEMISING PARTITION BY LANDLORD PAINT STOCKROOM WALLS WITH ONE GOAT WHITE PRIMER (TYP.) (R) ELECTRICAL EQUIPMENT REFER TO ELECTRICAL DRAWINGS NOTE: swam litELIALEQBALLimu TYPE INPORMATIONI FIXTURE PLAN SCALE 1 /4 ° :I' -0M (N) REAR SERVICE DOOR MALL SERVICE CORRIDOR (N) DRINKING FOUNTAIN SIM Pi a (N) UNISEX TOILET ROOM 5I6NA6E; REFER TO DETAIL r LIIIL 5y .Sr t d a 1 c LANDLORD NOTE: CERAMIC TILE BY TENANT 6.G. IF REQUIRED, L.L. BUILT TOILET ROOM WILL NOT HAVE TILE AT //„ CONSTRUCTION 111+ I STOCKROOM I \—PAINT STOCKROOM FLOOR i t T 3Y2" (E) DEMISING PARTITION 9' -6" ADJACENT TENANT L__ 1, (E) STRUCTURAL COLUMN W/ NEW PARTITION FURRING BY G.G. Rt O.Os t t r [ f9 '-) I 7 1 4 �._.. 1. 8' .L I,A ' t i PAINT STOCKROOM FLOOR T L— 0 I z k k� r 1 o i w — 111 I m3 1134" I■ i & { ' Y t nRE 1-- 1 Y2" i L 0 " = = 1 CERAMIC FLOOR TILE (TO LEASE LINE) SEE PATTER v ADJACENT! TENANT dO { s...l.s � G ts :.... . 9 . ) ut Y 1 I L {g s �N, _ 3 3 s f Rr.7 T a�hz� u d � c . , ',.z . ..I. ((,r 1 T 7�#' .L c 7 Ir .� .-i y i 3 .h .,,. ti r1„ 11 a S S �i S H C ' (E) DEMISING PARTITION r °t tY . Iv. Y 4. vi i r . s a t u,1 k C 0,„ I 1 11 1 I1 1 1I 1 ■ 3' -8" -� 11 1 II I L 1 I I G Tr, O 8 .z u TRENCH RENCH SLAB RUN CO NDUIT IN SLA B 1 d SSA T A _ �_ 1 NIIIIIIIIIIIIIIM A Ill! ATRERENCH r111111 ill IIIIII1Aii __i FULL TILE '_ I� 111111: '1 D Y\ I! E■ Mill111 111111111111111 Mil =L. 11 I 11 Mil 11 MEM son � � � 1 . tlt� i i �C - s l � r • l . � . LSit I I v . h � f r _ I lr il 5t� P [ . rI . � r _ r2 : P1< .# t k , GI . G 1 ii 5 . � I (r P .. � L R I H SLAB 4 RUN CONDUIT IN SLAB -.r ., . . WirOMIN iiiimiemilmilmiais SALE in IIUm REIM M WALLS 1611TH ONE G!_. .t.Ot , . ' e! Y A T WHITE PRIMER (TYP) 11' -3Y2" 3 { � 1 I PAINT STOG K t 1t ,J : r ' ;. I f a r I GERAMIG FLOOR TILE (TO LEASE LINE) SEE PATTER 9' -2)4" 911!".. # Y t t § r I I 2 Y )) 1 i h 6' -5Y2" 11'- 1134" 3'-11743" 1' -3Y2" 113/4" 11Y2" f 78' -3" (FIELD VERIFY) 1 I1 1 1 1 1 1 1 1 1 (E) NEUTRAL PIER (N) STOREFRONT A BLADE SIGN ABOVE (N) 3/4" THICK CLEAR TEMPERED GLAZING SYSTEM d- 1 LiA (E) MALL BULKHEAD ABOVE (E) MALL FLOORING TO BE PROTECTED, PATCHED AND REPAIRED AS NEEDED TO MATCH EXISTING MALL FLOORING 0 iMv MALL LEASE LINE (E) MALL BULKHEAD ABOVE (N) 5/4" THICK CLEAR TEMPERED GLAZING SYSTEM (E) NEUTRAL PIER H: \Omega\ LDO \AD012005 South 0 J w N -H EV re J Bu EVJED FOR COMPLIANCE PROVED L 17 2012 ty of Tukwila WING DIVISIO FtECE6ED JUL 13 2012 PERMIT CENTER Center Shopping Town \Cad \2167_1.dwg ALDO DATE EMIS /ISSUED MAY 01, 2012 ALDO / SAJO / L.L., BID if PERMIT JUNE 04, 2012 ISSUED FOR CONSTRUCTION JUNE 28, 2012 ISSUED FOR SITE CONDITION JULY 12, 2012 ISSUED FOR CONSTRUCTION — (2ND. RD.) PRINT DATE 2012 -07 -12 10354 7/11/142 BLAIR S. LEACH STATE OF WASHINGTON REVISION NO 1 4 g waloalilawalino 4 2012 -06 -28 PER FIELD CONDITIONS 3 2012 -05 -30 PER SAJO COMMENTS 2 2012 -05 -30 PER LANDLORD COMMENTS I 2012 -05 -21 PER ALDO COMMENTS NO. DATE REVISION THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ALDO GROUP AND ITS ASSOCIATED COMPANIES TO EXPLAIN THE LAYOUT AND SERVICES REQUIREMENTS FOR THE TRADE FIXTURES OR TO EXPLAIN COMPANY CONSTRUCTION STANDARDS. ALL DIMENSIONS SHALL BE VERIFIED ON SITE. ALL ERRORS AND DISCREPANCIES SHALL BE REPORTED TO THE OWNER BEFORE PROCEEDING WITH THE WORK. NO DIMENSIONS SHOULD BE MEASURED ON THE DRAWING. DIMENSIONS AND AREAS ON THIS DRAWING ARE FOR INFORMATION ONLY AAD:FITCH, Inc. FITCH I P.N. ADO 12005 18435 North Scottsdale Rd. Suite 195 Scottsdale, Arizona 85254 T+1 480 998 4200 F +1 480 998 7223 www.FITCH.com 1 ALSO G R O U P E 2300 ENILE— BELANGER, MONTREAL QUEBEC, CANADA, H4R 3J4 TEL: (514) 747 -2536 FAX: (514) 747 -6504 PROJET /PROJECT: ALDO SOUTHCENTER 1NESTF I ELP SEATTLE, 1NASHINGTON TITRE /TITLE: CONSTRUCTION PLAN PROJET NO. /PROJECT NO. 2167 ECHELLE /SCALE: CONCEPT, ANNEE /YEAR: AA06 DESSINE /DRAWN: VERIFIE /CHECKED: K.S• PAGE: 3 I. 1" a Y2" INT. "J" MOLDING #D12A CLEAR ANODIZED ALUMINUM FINISH 8' -0" EXTRUSION CORNER DETAIL 6..I'-0" )'2" INT. "J" MOLDING #D I2A CLEAR ANODIZED ALUMINUM FINIS 8' -0" EXTRUSION 1/2" THICK MELAMINE PANEL, FINISH --- FINISH DETAIL 6: I'-o, .F_ GYPSUM I'EN TOILET ROOM WALL GON5TRI1GTIOtI 5/8' THICK GYPSUM BOARD, TYPE X, FROM SLAB TO UNDERSIDE OF CEILING 5" WALL TYPE 3" : 1' -0" 3 5/8" METAL STUDS INSTALLED ®I6" c.c. %" THICK GYPSUM BOARD, TYPE X, FROM SLAB TO A HEIGHT OF t 8' -0" A.F.F. 1, INNVINO ti 5%,, • WALL TYPE 3" : I' -0" NEW WALL GONSTttUUGTIOt 54" THICK GYPSUM BOARD, TYPE X, FROM SLAB TO U/5 OF STOCKROOM CEILING 3 %" METAL STUDS INSTALLED @ 16" c.c. 8" •THICK GYPSUM BOARD, TYPE X, FROM SLAB TO U/5 OF SALES AREA CEILING / STOCKROOM ENTRANCE CEILING Y" THICK MELAMINE PANEL FINISH GLUED TO. GYPSUM BOARD \F:7 %" NT. "J" MOLDING #D I2A CLEAR ANODIZED ALUMINUM FINISH Q. 8' -0" EXTRUSION 1/2" THICK MELAMINE PANEL, FINISH )2' INT. "J" MOLDING #D I2A CLEAR ANODIZED ALUMINUM FINISH e 8' -0" EXTRUSION GYPSUM BOARD- CORNER DETAIL 6": II /,N THICK MELAMINE PANEL, FINISH j STOCKROOM I FINISHED FLOOR • ti NqM WALL GONSTIW 11Gt SALES AREA CEILING II II %" THICK GYPSUM BOARD, TYPE X, FROM SLAB TO 12' -0" A.F.F. 0 WELDED WIRE MESH FROM GYPSUM BOARD TO U/S OF DECK ON STOCKROOM SIDE 5 /" METAL STUDS INSTALLED (4 16" c.c. /" THICK GYPSUM BOARD, TYPE X, I SALES AREA FROM SLAB TO UNDERSIDE OF SALES AREA CEILING 47/8' WALL TYPE 3" : I' -0" rrr VARIES WALL TYPE 3" EXISTING DEMISING WALL GON5ara& EXISTING DEMISING WALL FRAMING FROM SLAB TO DECK ABOVE GENERAL CONTRACTOR TO PATCH ff REPAIR TO MAINTAIN A ONE HOUR RATING PER U.L. DESIGN NO. U -465 rr VARIES • WALL TYPE NEW DEMISING PARTITION GONSTRUGTION EI'Y LANDLGRD: NEW INTERIOR WALL FRAMING FROM SLAB TO DECK ABOVE GENERAL CONTRACTOR TO PATCH 8 REPAIR AS NEEDED TO LIKE NEW CONDITION II - 1'_011 GYPSUM BOARD %2" INT. "J" MOLDING #D12A CLEAR ANODIZED ALUMINUM FINISH 8' -0" EXTRUSION CORNER DETAIL 1/2" THICK MELAMINE PANEL, FINISH 1F.7 1/2" THICK MELAMINE PANEL, FINISH A.► \F7 Y2' INT. "J" MOLDING #D 12A CLEAR ANODIZED ALUMINUM FINISH 8' -0" EXTRUSION / 4Y4" WALL TYPE 3" I' -0" NEW WALL GONSTttUGTION 3 54 METAL STUDS INSTALLED @ I6" G.c. 54" THICK GYPSUM BOARD, TYPE X, FROM SLAB TO UNDERSIDE OF STOREFRONT GYPSUM BULKHEAD / SALES AREA CEILING OR SPECIFIED HEIGHT ti 474" N • WALL TYPE NIEL MOP SINK WALL COMM. :/8" THICK GYPSUM BOARD, TYPE X, FROM SLAB TO TOP OF GEILIN6 OR UNDERSIDE OF DECK IF NO CEILING 3 5/8" METAL STUDS INSTALLED @ 16" G /C. 5/e" THICK WATER RESITANT, GYPSUM BOARD FROM SLAB TO UNDERSIDE STOCKROOM CEILING (MOP SINK SIDE) F.R.P. PANEL FROM SLAB TO A HEIGHT OF 4' -0" A.F.F. I, -0" 1/2" THICK MELAMINE PANEL, FINISH �.► \F %7 GYPSUM BOA Y2" INT. "J" MOLDING #D I2A CLEAR ANODIZED ALUMINUM FINISH 8' -0" EXTRUSION wLy ZCORNER DETAIL 1/2" THICK MELAMINE PANEL,jk FINISH 147 Y" INT. "J" MOLDING *012A CLEAR ANODIZED ALUMINUM FINISH 8' -0" EXTRUSION VARIES WALL BASEBOARD SECTION 6" : I'-0" PAINTED DRYWALL REFER TO INTERIOR ELEVATION FOR FINISH TRANSITION STRIP: SCHIENE SERIES BY "SCHLUTER SYSTEMS ", MODEL #AE100, 5/8" THICK ALUMINUM SATIN ANODIZED FINISH CERAMIC TILE BASE 5Yz" PANEL A 1< O W iz 0 5Y2" PANEL A J oz I 0Q a 6" PANEL STOCKROOM ENTRANCE PLAN I /2" = I'-0" LINE OF CEILING GYPSUM • BOARD ----�H GYPSUM BOARD FINISHED Q► VARIES GREY WALL SECTION 6": I' -0" " TH. MELAMINE FINISH Iri " x k REVEAL FINISHED WITH PLASTIC LAMI ATE TO MATCH TRANSITION STRIP: SCHIENE SERIES BY "SCHLUTER SYSTEMS" z" Ht, MODEL #AE 125 ALUMINUM SATIN ANODIZED FINISH CERAMIC TILE BASE TO BE ALIGNED WITH FACE OF MELAMINE PANEL \1V REVISION N0:? 114% REVIEWED FOR BODE COMPLIANCE APPROVED !JUL 17 2012 City of Tukwila BUILDING DIVISION RECEIVED JUL 13 2012 PERMITNTER H: \Omega \ALDO \AD012005 — South Center Shopping Town \Cad \2167_1.dwg ALDO DATE EMIS /ISSUED MAY 01, 2012 ALDO / SAJO / L.L., BID 4 PERMIT JUNE 04, 2012 ISSUED FOR CONSTRUCTION JUNE 25, 2012 ISSUED FOR SITE CONDITION JULY 12, 2012 ISSUED FOR CONSTRUCTION - (2ND. RD.)' 4 NO. PRINT DATE 2012 -07 -12 10354 REGISTERED ARCHITECT 7 /1/10 BLAIR S. LEACH STATE OF WASHINGTON 2012 -06 -25 DATE PER FIELD CONDITIONS REVISION THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ALDO GROUP AND ITS ASSOCIATED COMPANIES TO EXPLAIN THE LAYOUT AND SERVICES REQUIREMENTS FOR THE TRADE FIXTURES OR TO EXPLAIN COMPANY CONSTRUCTION STANDARDS. ALL DIMENSIONS SHALL BE VERIFIED ON SITE. ALL ERRORS AND DISCREPANCIES SHALL BE REPORTED TO THE OWNER BEFORE PROCEEDING WITH THE WORK. NO DIMENSIONS SHOULD BE MEASURED ON THE DRAWING. DIMENSIONS AND AREAS ON THIS DRAWING ARE FOR INFORMATION ONLY AAD:FITCH, Inc. F1TCH P.N. ADO12005 16435 North Scottsdale Rd. Suite 195 Scottsdale, Arizona 85254 T+1 480 998 4200 F +1 480 998 7223 www.FITCH.com ALDO G R O U P E 2300 Env ILE— BELANGER, MONTREAL QUEBEC, CA \ADA, H4R 3J4 TEL.: (514) 747 -2536 FAX: (514) 747 -6504 PROJET /PROJECT: ALDO SOUTHGENTER INESTF I ELD SEATTLE, WASHINGTON TITRE /TITLE: CONSTRUCTION DETAILS PROJET NO. /PROJECT NO. 2161 ECHELLE /SCALE: CONCEPT, ANNEE /YEAR: AA06 DESSINE /DRAWN: A.M.J. VERIFIE /CHECKED: K.5. PAGE: 3A LINE OF STOCKROOM WALL ALDO VARIES REFER TO PROJECT --- 6YPSUM BOARD LI6HT BOX MOUNTED ON WALL SURFACE LI6HT BOX MOUNTED ON WALL SWAGE DATE EMIS /ISSUED MAY 01, 2012 ALDO 1 SAJO / L.L., BID $ PERMIT JUNE 04, 2012 155UED FOR CONSTRUCTION JUNE 25, 2012 ISSUED FOR SITE CONDITION JULY 12, 2012 155UED FOR CONSTRUCTION - (2ND. RD.) LIGHT BOX FRAME ALUMINA EXTRUSION FINISH CLEAR ANODIZED OR SLACK ANODIZED ,o- TO ' a' • T. FFUSER F SAME MOUNT' woo A5 FABRIC POSTBt (iBG. BY SUPPLIER) 44'4" L JL H---- 1I z 1 f fi `l1. I/ I �'N I 7 1�-. K 1 )I 7 1 1 \ I / 1 �N 1 .. �, . Nk- , _f -1 L7 INIVADOPLINu POSTER FABRIC FRAME LIGHT.. BOX AVAILABLE DIMENSIONS PRINT DATE 2012-07---12 Width 6' —O" Width 9' -0„ Width t 10354 VARIES teXOCI 01 LC) REGISTERED ARCHITECT 5x01 5X X03 REFER TO PROJECT 6' -0" 12' -0" SXO I/2` LIGHT BOX MOUNTED ON WALL SURFACE REVISION. N0.? b.t)-- REVIEWED FOR CODE COMPLIANCE APPROVED 'JUL 17 2012 City of Tukwila BUILDING DIVISION RECEIVED JUL 13 2012 PERMIT CENTER H: \Omega \ALDO \AD012005 — South Center Shopping Town \Cad \21'67_1.dwg 7/1V1z BLAIR S. LEACH STATE OF WASHINGTON NO.I DATE REVISION THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ALDO GROUP AND ITS ASSOCIATED COMPANIES TO EXPLAIN THE LAYOUT AND SERVICES REQUIREMENTS FOR THE TRADE FIXTURES OR TO EXPLAIN COMPANY CONSTRUCTION STANDARDS. ALL DIMENSIONS SHALL BE VERIFIED ON SITE. ALL ERRORS AND DISCREPANCIES SHALL BE REPORTED TO THE OWNER BEFORE PROCEEDING WITH THE WORK. NO DIMENSIONS SHOULD BE MEASURED ON THE DRAWING. DIMENSIONS AND AREAS ON THIS DRAWING ARE FOR INFORMATION ONLY AAD:FITCH, Inc. FITCH 18435 North Scottsdale Rd. Suite 195 Scottsdale, Arizona 85254 T +1 480 998 4200 F+1 480 998 7223 www.FITCH.00m P.N. ADO 12005 ALSO G R O U P E 2300 EvILE— BELANGER, MONTREAL QUEBEC, CANADA, H4R 3J4 TEL.: (514) 747 -2536 FAX: (514) 747 -6504 PROJET /PROJECT: ALDO SOUTHGENTER WESTF I ELD SEATTLE, WASHINGTON TITRE /TITLE: LIGHT BOX DETAILS PROJET NO. /PROJECT NO. 2167 DESSINE /DRAWN: A.M.J. ECHELLE /SCALE: VERIFIE /CHECKED: K.5. CONCEPT, ANNEE /YEAR: AA06 PAGE: 3E3 (N) 5/8" GYP. BD. OVER 35/8 "X20 A. MTL. STUD FRAMING @ 16 "� O.G., IN/ FINISH NEW STOREFRONT DISPLAY UNIT ALDO 24" X 24" CERAMIC TILE ALIGN 24" X 24" CERAMIC TILE 24" X 24" CERAMIC TILE (N) STOREFRONT DISPLAY POST ABOVE ADJACENT' TENANT (E) DEMISING PARTITION (N) 5/4' THICK CLEAR TEMPERED STOREFRONT GLAZING DOORS DPP. HA D (N) STOREFRONT DISPLAY POSTER ABOV ADJACENT' TENANT TILE LAYOUT / POINT / NEW STOREFRONT DISPLAY UNIT. MIII=S .. (N) 3/4" THICK STOREFRONT CLEAR TEMPERED GLAZING SYSTEM STOREFRONT WINDOW BASE, FINISHED_ [ (E) MALL BULKHEAD ABOVE (E) NEUTRAL PIER (E) MALL BULKHEAD ABOVE (N) 5/4" THICK CLEAR TEMPERED GLAZING SYSTEM (N) LEASE STOREFRONT LINE DISPLAY FIXTURE (N) STOREFRONT SIGNAGE ABOVE START TILE LEASE WORK WITH LINE FULL TILE OPP, HAND EXISTING MALL FINISH (N) STOREFRONT DISPLAY FIXTURE (E) MALL BULKHEAD ABOVE (N) STOREFRON BLADE SIGN ABOVE (E) STRUCTURAL COLUMN NEUTRAL PIER DETAIL 3" : I'-0" (N) 3/4" THICK STOREFRONT CLEAR TEMPERED GLAZING SYSTEM (E) NEUTRAL PIER IN/ EXISTING MALL FINISHES (N) 5/8" GYP. BD. OVER 3 5/8" X 20 6A. MTL. STUD FRAMING @ 16 "/ P , O.G., W/ FINISH \-1-11 '\—NEIN STOREFRONT DISPLAY UNIT ALIGN '\—NEIN STOREFRONT DISPLAY UNIT-\ (E) MALL BULKHEAD ABOVE LEASE LINE OPEN JOINT 8 MALL ADJACENT' TENANT (E) DEMISING PARTITION „ OPEN JOINT '\--LEASE LINE Ys STOREFRONT WINDOW BASE, FINISH TV MALL (E) NEUTRAL PIER IN/ EXISTING MALL FINISHES (E) STRUCTURAL COLUMN NEUTRAL PIER DETAIL 3" : I' -0" A M 0 z 0 w CO 0 z J U w w J U) O4 lt ENLAR6ED STOREFRONT PLAN 1/2" = r -0" " (N) MTL. CLADDING OVER 3/4" F.R.T. PLY. WD., FINISH (N) RECESSED GLAZING HEADER LINE OF SALES AREA DROP CEILING, FINISH AZK \l7 11' -1Y4" t 28' -3Y2" (FIELD VERIFY) 25' -9" 7, -4" 1' -10" (E) MALL BULKHEA (N) " DORMA" PT 20 TOP PATCH PATCH ART. NO. 853.111 STAINLESS STEEL ,1 7' -5%" 8 1, -10" 7, -4" (N) "DORMA" PT 10 TRANSOM CONNECTOR ART. NO. 833.101 FINISH STAINLESS STEEL (N) ILLUMINATED SIGNAGE BY SIGNAGE CONTRACTOR (N) " DORMA" PT 40 TRANSOM SIDELITE PATCH ART. NO. 835.144 STAINLESS STEEL (E) MALL BULKHEAD-- A (E) NEUTRAL PIER LANDLORD NOTES: G.C. TO PROVIDE COMPLETE SIGNAGE SHOP DRAWINGS FOR LANDLORD APPROVAL. (N) 5/4" THICK TEMPERED GLASS PANELS (N))/8" WIDE GLAZING BUTT JOINT (N) SUSPEDNED STOREFRONT DISPLAY POSTER, 6.0. TO REFER TO FIXTURE PLAN FOR MORE INFO. (E) MALL NEUTAL PIER W/ EXISTING FINISHES (N) STOREFRONT DISPLAY TABLE, G.G. TO REFER TO FIXTURE PLAN FOR MORE INFO. STOREFRONT ELEVATION 1/2" = I' -0" DOOR HANDLES (N) MTL. CLADDING OVER ci 5/4" F.R.T. PLY. L"I WD., FINISH (N) STOREFRONT BLADE 516N B SIGNAGE OA os D60, CONTRACTOR (N) RECESSED GLAZING HEADER L, w LINE OF SALES AREA DROP CEILING, FINISH (N) 5/4" THICK TEMPERED GLASS PANELS (N) SUSPEDNED STOREFRONT DISPLAY POSTER, x G.G. TO REFER TO FIXTURE PLAN FOR MORE INFO. —(N) Y$" WIDE GLAZING BUTT JOINT (E) MALL NEUTAL PIER W/ EXISTING FINISHES L4" HIGH WIND • - MINE FINISH (N) 5/4" THICK STOREFRONT GLASS TRANSOM TOP EDGE OF BOTTOM RAIL SHALL BE BEVELED AN ANGLE OF 60 DEGREE FROM THE HORIZONTAL PLANE. (N) 5/4" THICK STOREFRONT GLASS ENTRY DOORS 4" HIGH WINDOW AMINE FINISH BEVSiO.NO.? ly (N) STOREFRONT DISPLAY TABLE, G.C. TO REFER TO FIXTURE PLAN FOR MORE INFO. 6.0. TO INSTALL/PLACE NEV STORE SPACE # AT BOTTOM OF RI6HTHAND SIDE DISPLAY WINDOW. G.C. TO COORDINATE WITH MALL MANAGEMENT FOR GRAPHIC TYPE 8 EXACT PLAGMENT REVIEWED FOR CODE COMPLIANCE APPROVED 'JUL 1 7 2012 City of Tukwila BUILDING DIVISION H: \Omega \ALDO \AD012005 — South Center Shopping Town \Cad \2167_1.dwg A RECEIVED JUL 13 2012 PERMIT CENTER DATE £MIS /ISSUED MAY 01, 2012 ALDO / SAJO / L.L., BID $ PERMIT JUNE 04, 2012 A 06 5CO3 Ark as 5 580 / ,/ / / POST 1117< / 15057 x / / / 10" 22 / / / / // / / / DOOR HANDLES (N) MTL. CLADDING OVER ci 5/4" F.R.T. PLY. L"I WD., FINISH (N) STOREFRONT BLADE 516N B SIGNAGE OA os D60, CONTRACTOR (N) RECESSED GLAZING HEADER L, w LINE OF SALES AREA DROP CEILING, FINISH (N) 5/4" THICK TEMPERED GLASS PANELS (N) SUSPEDNED STOREFRONT DISPLAY POSTER, x G.G. TO REFER TO FIXTURE PLAN FOR MORE INFO. —(N) Y$" WIDE GLAZING BUTT JOINT (E) MALL NEUTAL PIER W/ EXISTING FINISHES L4" HIGH WIND • - MINE FINISH (N) 5/4" THICK STOREFRONT GLASS TRANSOM TOP EDGE OF BOTTOM RAIL SHALL BE BEVELED AN ANGLE OF 60 DEGREE FROM THE HORIZONTAL PLANE. (N) 5/4" THICK STOREFRONT GLASS ENTRY DOORS 4" HIGH WINDOW AMINE FINISH BEVSiO.NO.? ly (N) STOREFRONT DISPLAY TABLE, G.C. TO REFER TO FIXTURE PLAN FOR MORE INFO. 6.0. TO INSTALL/PLACE NEV STORE SPACE # AT BOTTOM OF RI6HTHAND SIDE DISPLAY WINDOW. G.C. TO COORDINATE WITH MALL MANAGEMENT FOR GRAPHIC TYPE 8 EXACT PLAGMENT REVIEWED FOR CODE COMPLIANCE APPROVED 'JUL 1 7 2012 City of Tukwila BUILDING DIVISION H: \Omega \ALDO \AD012005 — South Center Shopping Town \Cad \2167_1.dwg A RECEIVED JUL 13 2012 PERMIT CENTER DATE £MIS /ISSUED MAY 01, 2012 ALDO / SAJO / L.L., BID $ PERMIT JUNE 04, 2012 ISSUED FOR CONSTRUCTION JUNE 28, 2012 ISSUED FOR SITE CONDITION JULY 12, 2012 155UED FOR CONSTRUCTION - (2ND, RD.) PRINT DATE 2012 -07 -12 10354 7 /i'I/i • BLAIR S. LEACH STATE OF WASHINGTON 4 2012 -05 -25 PER FIELD CONDITIONS 2012 -05 -30 PER SAX) COMMENTS 2 2012 -05 -30 PER LANDLORD COMMENTS I 2012 -05 -261 PER ALDO COMMENTS NO. DATE REVISION THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ALDO GROUP AND ITS ASSOCIATED COMPANIES TO EXPLAIN THE LAYOUT AND SERVICES REQUIREMENTS FOR THE TRADE FIXTURES OR TO EXPLAIN COMPANY CONSTRUCTION STANDARDS. ALL DIMENSIONS SHALL BE VERIFIED ON SITE. ALL ERRORS AND DISCREPANCIES SHALL BE REPORTED TO THE OWNER BEFORE PROCEEDING WITH THE WORK. NO DIMENSIONS SHOULD BE MEASURED ON THE DRAWING. DIMENSIONS AND AREAS ON THIS DRAWING ARE FOR INFORMATION ONLY AAD:FITCH, Inc. 16435 North Scottsdale Rd. Suite 195 Scottsdale, Arizona 85254 T+1 480 998 4200 F +1 480 998 7223 www.FITCH.com P.N. ADO 12005 ALDO G R O U P E 2300 ENILE- BELANGER, MONTREAL QUEBEC, CANADA, H4R 3J4 TEL.: (514) 747 -2536 FAX: (514) 747 -6504 PROJET /PROJECT: ALDO SOUTNGENTER INESTF 1 ELD SEATTLE, INASH I NGTON TITRE /TITLE: S.F. PLAN, ELEVATION, $ DETAILS PROJET NO. /PROJECT NO. 2161 ECHELLE /SCALE: DESSINE /DRAWN: A.M.J. VERIFIE /CHECKED: K.S. CONCEPT, ANNEE /YEAR: AA06 PAGE: 4 (E) MALL DECK APIEVAPPAVALIVAPAIAVAIA 6ALVANIZED STEEL HANGER WIRE NO.12 SING m 4' -0" O.G. MAX 5/8" TYPE "X" 6YP. BD. OVER "US6" DRYWALL SUSPENSION SYSTEML 5/8" TYPE "X" GYP. BD. OVER 3 5/ 8" X 20 6A. MTL STUD FRAMING to I6" O.G.Li SALES AREA, (N) STOREFRONT SUSPENDED DISPLAY POSTER BEYOND (N) STOREFRONT DISPLAY FIXTURE FINISH FLOOR (E) MALL BULKHEAD (N) MTL. CLADDING OVER 3/4" F.R.T. PLY. IND. OVER %" THICK 6YP. 517. ON 3 5/8" X 20 GA. MTL. 5TUD FRAMING @ 16" O.G., FINISH 6\ \t7 -(N) STOREFRONT BLADE 5 BY A 7 08 OD60 SI6NAGE CONTRACTOR c� w (N) MTL. CLADDING OVER 3/ F.R.T. PLY. WD. OVER %" THICK GYP. BD ON 3 5/8" X 20 6A. MTL. STUD FRAMING ® lb" O.G., FINISH r) I rT (N) INCANDESCENT RECESSED DOWNLIGHT 5/8" TYPE "X" 6YP. BD. OVER 5/ 8" X 20 6A. MTL STUD FRAMING (4+ I6" O.G. �(N) 5/4" THICK STOREFRONT CLEAR TEMPERED GLAZING SYSTEM MALL LEASE LINE (N) INTERIOR PARTITION BEYOND TO HAVE FINISH Ai (N)4 "HIGH STOREFRONT BASE W/ FINISH MALL FINISH FLOOR STOREFRONT SECTION 1/2" : III-4" B.O. CEILING 5/8" TYPE "X" GYP BD. OVER "USG" DRYWALL SUSPENSION SYSTEM. MAIN TEE #D6LW -26 4 GROSS TEE #D6LW -224 3 5/8" X 206A. DIAGONAL BRACING @ 48" GALVANIZED STEEL HANGER WIRE no.I2 SING 61 4' -0" O.G. MAX. (E) MALL DECK 0 0 4 I-- (E) MALL STRUCTURAL BEAM l NOTE I: ALL METAL STUD FRAMING TO BE 20ga. STEEL UNLESS OTHERWISE SPECIFIED. INDICATIONS OF HEAVY DUTY FRAMING TO BE 18ga. STEEL. NOTE 2: G.G. TO FIELD VERIFY EXISTING LANDLORD'S CONSTRUCTION ON SITE. IF SUCH CONDITIONS INTERFERES W/ NEW TENANT'S BULKHEAD CONSTRUCTION OR 15 NOT WHAT 15 SHOWN ON THIS DRAWING, 6.G. TO NOTIFY ARCHITECT PRIOR TO START OF CONSTRUCTION. 6.0 TO REPAIR EXISTING FIRE/SMOKE BARRIER ON BACKSIDE OF EXISTING MALL BULKHEAD. IF ONE DOESN'T NOT EXISTING THEN G.G. WILL BE REQUIRED TO INSTALL A (N) %" GYP. BD. SMOKE BARRIER TO THE UNDERSIDE OF THE DECK ABOVE. 0 (N) Y;' X 5" LONG F.R.T. PLY. WD. NOTE 3: G.G. TO FIELD VERIFY STRUCTURAL STABILITY OF EXISTING BULKHEAD AND CONSTRUCTION ON 517E. IF SUCH CONDITIONS INTERFERE W/ NEW CONSTRUCTION AND /OR PRESENT POTENTIAL STRUCTURAL PROBLEMS, 6.0. TO NOTIFY ARCHITECT PRIOR TO START OF CONSTRUCTION. REVISED DETAIL WILL FOLLOW. 3 5/8" X 206A. DIAGONAL BRACING 48" D.G. (E) MALL BULKHEAD !�1 (N) MTL. CLADDING OVER 3/4" F.R.T. PLY. IND. OVER %" THICK 6YP. SD. ON 3 5/8" X 20 GA. MTL. STUD FRAMING 16" O.G., FINISH m 4' -II I?)\ B.D. BULKHEAD (N) MTL. CLADDING OVER 3/4" F.R.T. PLY. WD. OVER 5/8" THICK 6YP. BD. ON 5 5/8" X 20 GA. MTL. STUD FRAMING @ 16" O.G., FINISH Sri --t 0 (N) STOREFRONT SIGNAGE BY SI6NA&E CONTRACTOR. 6.C. TO PROVIDE REQUIRED BLOCKING AS NEEDED (N) F.R.T. WD. BLOCKING 5/8" TYPE "X" GYP BD. OVER 3 5/ 8" X 206A. METAL STUD FRAMING @ 16" 00 (N) INCANDESCENT RECESSED DOWNLIGHT 5/8" TYPE "X" GYP BD. OVER 5/ 8" X 206A. METAL STUD FRAMING co 16" O G SALES AREA 1 RECESSED HEADER FOR 3/4" THICK GLAZING BY "C.R.LAURENCE CATALOG #NH3BSGL FINISH BRUSHED STAINLESS CEILING TRACK AA 06 5B00 POSTER SUPPORT ENLARGED STOREFRONT SECTION 1 1/2" : ILO" G.G. TO BEND MTL. FINISH AROUND CORNER, FINISH LEASELINE (N) 5/4" THICK CLEAR TEMPERED GLAZING SYSTEM 117-1 I" 8.0. SOFFIT (E) MALL DECK GALVANIZED STEEL HANGER WIRE NO.12 SING I 4' -0" O.G. MAX l 5/8" TYPE "X" GYP. BD. OVER "U56" DRYWALL SUSPENSION SYSTEM 5/8" TYPE "X" GYP. 5D. OVER 3 5/ 5" X 20 6A. MTL STUD FRAMING @ 16" O.G.�P___ (N) 3/4" THICK STOREFRONT GLAZING TRANSOM W/ PATCH FITTINGS (N) STOREFRONT SUSPENDED DISPLAY POSTER BEYOND -___ 15ALES AREA I (N) 3/4" THICK STOREFRONT GLAZING DOOR W/ PATCH FITTINGS (N) STOREFRONT DISPLAY FIXTURE FINISH FLOOR --\ (E) MALL BULKHEAD (N) MTL. CLADDING OVER 3/4" F.R.T. PLY. IND. OVER %' THICK 6YP. BD. ON 3 5/8" X 20 GA. MTL. STUD FRAMING @ lb" D.G., FINISH rak (N) MTL. CLADDING OVER 3/4" F.R.T. PLY. WD. OVER %' THICK GYP. BD. ON 3 5/8" X 20 A. MTL. STUD FRAMING @ 16" O.G., FINISH rk \I7 (N) STOREFRONT SIGNA6E BY SI6NAGE CONTRACTOR P OA60 0. X3 A (N) 5/8" TYPE "X" GYP. BD. OVER 3 5/ 8" X 20 GA. MTL STUD FRAMING @ 16" O.G. PAINT FINISH TO MATCH (N) INCANDESCENT RECESSED DOWNLIGHT 117 (N) 3/4" THICK STOREFRONT CLEAR TEMPERED GLAZING SYSTEM LEASE LINE MALL (N) so" STOREFRONT GLAZING DOOR HANDLES (N) 4" HIGH STOREFRONT BASE W/ FINISH MALL FINISH FLOOR STOREFRONT SECTION : 1' -0" 11' -4" \ B.O. CEILING ////////// f 3 5/8" X 206A. DIAGONAL BRACING it 48" O.G. GALVANIZED STEEL HANGER WIRE no.I2 SING @ 4' -0" O.G. MAX. 1. 5/8" TYPE "X" • GYP BD. OVER "USG" DRYWALL SUSPENSION SYSTEM. MAIN TEE #176LW -26 +i: CR055 TEE #D6LW -224 5/8" TYPE "X" GYP BD. OVER 3 5/ 8" X 206A. METAL STUD FRAMING @ 16" 00 1 SALES AREA I -f 0 (E) MALL STRUCTURAL BEAM NOTE 1: ALL METAL 311U12 FRAMING TO BE 20ga. STEEL UNLESS OTHERWISE SPECIFIED. INDICATIONS OF HEAVY DUTY FRAMING TO BE 18ga. STEEL. NOTE 2: G.G. TO FIELD VERIFY EXISTING LANDLORD'S CONSTRUCTION ON SITE. IF SUCH CONDITIONS INTERFERES W/ NEW TENANT'S BULKHEAD CONSTRUCTION OR 15 NOT WHAT 15 SHOWN ON THIS DRAWING, G.C. 70 NOTIFY ARCHITECT PRIOR TO START OF CONSTRUCTION. G.0 TO REPAIR EXISTING FIRE /SMOKE BARRIER ON BACKSIDE OF EXISTING MALL BULKHEAD. IF ONE DOESN'T NOT EXISTING THEN G.G. WILL BE REQUIRED TO INSTALL A (N) %" GYP. BD. SMOKE BARRIER TO THE UNDERSIDE OF THE DECK ABOVE. REVIEWED FOR ODE COMPLIANCE APPROVED 'JUL 1 7 2012 City of Tukwila BUILDING DIVISION (E) MALL BULKHEAD NOTE 3: G.G. TO FIELD VERIFY STRUCTURAL STABILITY OF EXISTING BULKHEAD AND CONSTRUCTION ON SITE. IF SUCH CONDITIONS INTERFERE W/ NEW CONSTRUCTION AND /OR PRESENT POTENTIAL STRUCTURAL PROBLEMS, 6.G. TO NOTIFY ARCHITECT PRIOR TO START OF CONSTRUCTION. REVISED DETAIL WILL FOLLOW. cit w (N) MTL. CLADDING OVER 3/4" F.R.T. PLY. IND. OVER 5/8' THICK 6YP. BD. ON 3 5/8" X 20 GA. MTL. STUD FRAMING ® 16" D.G., �. FINISH (N) F.R.T. WOOD BLOCKING AS NEEDED (N) INCANDESCENT RECESSED DOWNLI6HT- �n 3 5/8" X 206A. DIAGONAL BRACING di 48" O.G. (N) STOREFRONT 516NAGE IN/ F.R.T. WD. BLOCKING AS NEEDED BY 516NAGE CONTRACTOR RECESSED HEADER FOR 3/4" THICK GLAZING BY "C.R.LAURENCE CATALOG #NHSBSGL FINISH BRUSHED STAINLESS 5/8" TYPE "X" GYP BD. 0 5/ 8" X 206A. METAL D FRAMING @ 16" 0.0 'AINT FINISH TO MAT rk (N) 3/4" TRAN • M CK CLEAR TEMPERED ) "DORMA" PT 20 TO PATCH PATCH ART. NO. 8 .I 1 I STAINLESS 5TE (N) "DOR " PT 40 TRANSO SIDEL ' PATCH ART. NO %33.114 STAINLESS STEEL ENLARGED STOREFRONT SECTION I 1/2" : I' -0" G.G. TO BEND MTL. FINISH AROUND CORNER, FINISH LEASELINE \r " �4' -I I I /13 \ B.O. BULKHEAD A j11' -11 "1 B.O. SOFFIT RECEIVED JUL 13 2012 PERMIT CENTER (N) 3/4" THICK CLEAR TEMPERED GLAZING SYSTEM 4 \Om #aa \ALDO \ADOt2005 - Snuth Center Sh.000ina Town \ Cad \216: _1.dwg ALSO DATE EMIS /ISSUED MAY 01, 2012 ALDO / SAJO / L.L., BID $ PERMIT JUNE 04, 2012 ISSUED FOR CONSTRUCTION JUNE 28, 2012 ISSUED FOR SITE CONDITION JULY 12, 2012 ISSUED FOR CONSTRUCTION - (2ND. RD.) PRINT DATE 2012 -07 -12 7/'1V1'0 BLAIR S. LEACH STATE OF WASHINGTON REVStONHCL- 4 2012 -06 -28 PER FIELD CONDITIONS 3 2012 -05 -30 PER SAJO COMMENTS 1 2012 -05 -21 PER ALDO COMMENTS NO. DATE REVISION THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ALDO GROUP AND ITS ASSOCIATED COMPANIES TO EXPLAIN THE LAYOUT AND SERVICES REQUIREMENTS FOR THE TRADE FIXTURES OR TO EXPLAIN COMPANY CONSTRUCTION STANDARDS. ALL DIMENSIONS SHALL BE VERIFIED ON SITE. ALL ERRORS AND DISCREPANCIES SHALL BE REPORTED TO THE OWNER BEFORE PROCEEDING WITH THE WORK. NO DIMENSIONS SHOULD BE MEASURED ON THE DRAWING. DIMENSIONS AND AREAS ON THIS DRAWING ARE FOR INFORMATION ONLY AAD:FITCH, Inc. FITCH 16435 North Scottsdale Rd. Suite 195 Scottsdale, Arizona 85254 T +1 480 998 4200 F +1 480 998 7223 www.FITCH.com P.N. A17O12005 ALSO G R O U P E 2300 ENILE- BELA \GER, MONTREAL QUEBEC, CANADA, H4R 3J4 TEL.: (514) 747 -2536 FAX: (514) 747 -6504 PROJET /PROJECT: ALDO SOUTHGENTER INESTF I ELD SEATTLE, WASH 1 NGTON TITRE /TITLE: STOREFRONT SECTIONS PROJET NO. /PROJECT NO. 2161 ECHELLE /SCALE: DESSINE /DRAWN: A.M.J. VERIFIE /CHECKED: KS. CONCEPT, ANNEE /YEAR: AA06 PAGE: 4A STOREFRONT WINDOW BASE, FINISH IC! (N) 3/4" THICK STOREFRONT CLEAR TEMPERED GLAZING SYSTEM NEW STOREFRONT DISPLAY UNIT (N) 3/4" THICK STOREFRONT CLEAR TEMPERED GLAZING SYSTEM OPEN JOINT LEASE LINE (E) MALL BULKHEAD ABOVE GLAZING GONER DETAIL 3" = I' -0" STOREFRONT WINDOW BASE, FINISH Au► TV (N) STOREFRONT GLASS ENTRY N DOORS N \--(E) MALL BULKHEAD ABOVE MALL VINYL GLAZING STRIP DISPLAY WINDOW I NEOPRENE SETTING BLOCK FLOOR TILE 5/4" THICK TEMPERED CLEAR GLASS WITH BUTT JOINTS MALL LEASE LINE (N) 4" GLAZING BASE *SR4SBSS4CL BY "C.R.LAURENCE" FINISH (ATTACH ON SALES AREA SIDE ONLY) I5\ GROUT JOINT PER LANDLORD SPECS. MALL FLOORING - - - - - //, / off, '�% / ,. CONCRETE SLAB GROUT JOINT TO BE 3/I6" TO I/8" MAXIMUM WIDE, SEE FINISH LEGEND FIRE RATED WOOD BLOCKING SHOW WINDOW DETAIL 6" = I' -0" "HILTI" DN OR DS SHOT PINS I" EMBEDMENT INTO SLAB AT 24" O.G. (L.A.R.R. 25646) SPECIAL INSP. REQUIRED 5 ACRYLIC SIDES TO BE PAINTED TO MATCH TRANSFORMER 12 VDG BEHIND WALL I' ti E < E 0 0 u Ak �f7 LINE OF BULKHEAD BACKING PAINTED WHITE 72' (I3mm) TH. WHITE "INTEL" LED )" ( I3mm) TH. TRANSLUSGENT WHITE ACRYLIC *10 METAL SCREWS IN EXP. SHIELD ACRYLIC SIDES TO BE PAINTED TO MATCH M • • • • N (N) MTL. CLADDING OVER 5/4" F.R.T. PLY. V. OVER %' THICK GYP. BD. ON 5 5/5" X 20 GA. MTL. STUD FRAMING @ 16" O.G., FINISH SOFFIT FINISH DETAIL 6" : 1' -0" 5/4" THICK TEMPERED CLEAR I GLASS SYSTEM I —(N) MTL. CLADDING OVER 5/4" F.R.T. PLY. WD. OVER %$" THICK GYP. BD. ON 3 5/8" X 20 6A. MTL. STUD FRAMING @ Ib" O.G., FINISH \I7 (N) F.R.T. WD. BLOCKING AS NEEDED —LEASE LINE MALL 1 G.G. TO BEND MTL. FINISH AROUND CORNER, FINISH RECESSED HEADER FOR 5/4" THICK GLAZING BY "G.R.LAURENGE CATALOG 11NH3BSGL FINISH BRUSHED STAINLESS LANDLORD NOTES: G.G. TO BE MARE THE BOTH BOTH SI6NAGE AND SI6NAGE SCREWS MUST MATCH IN COLOR. THE STOREFRONT SIGNA6E MUST NOT HAVE ANY LIGHT LEAKS. LO- PROFILE SIGNA&E 15 REQUIRED. T • • • • I/2" THICK TEMPERED CLEAR GLASS SYSTEM MALL ' - -(N) MTL. CLADDING OVER 5/4" P.R.T. PLY. WD. OVER 5/a' THICK GYP. BD. ON 5 5/8" X 20 6A. MTL. STUD FRAMING l 16" O.G., FINISH 1t7 (N) F.R.T. WD. BLOCKING AS NEEDED � —LEASE LINE SOFFIT FINISH DETAIL 6" : I' -0" 1 Y2" G.G. TO BEND MTL. FINISH AROUND CORNER, FINISH (N) 3/4" THICK STOREFRONT CLEAR TEMPERED GLAZING SYSTEM NEW STOREFRONT DISPLAY UNIT\, STOREFRONT WINDOW BASE, FINISH (N) GYP. BD. SOFFIT ABOVE (N) 5/4" THICK STOREFRONT CLEAR TEMPERED GLAZING SYSTEM —i 8 STOREFRONT WINDOW BASE, FINISH ■ OPEN JOINT REVIEWED FOR I !ODE COMPLIANCE APPROVED I JUL 17 2012 City of Tukwila BUILDING DIVISION 6LAZIN6 GONM DETAIL p REVISION N0:? RECEIVED JUL 13 2012 PERMIT CENTER H: \Omega \ALDO \AD012005 — South Center Shopping Town \Cad \2167_1.dwg ALDO DATE EMIS /ISSUED MAY 01, 2012 ALDO / SAJO / L.L., BID $ PERMIT JUNE 04, 2012 ISSUED FOR CONSTRUCTION JUNE 28, 2012 ISSUED FOR SITE CONDITION JULY 12, 2012 ISSUED FOR CONSTRUCTION - (2ND. RD.) PRINT DATE 2012 -07 -12 '10354 REGISTERED ARCHITECT 7/11/17, BLAIR S. LEACH STATE OF WASHINGTON 4 2012 -06 -25 PER FIELD CONDITIONS 3 2012 -05 -30 PER SAJO COMMENTS 2 2012 -05 -30 PER LANDLORD COMMENTS NO. DATE REVISION THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ALDO GROUP AND ITS ASSOCIATED COMPANIES TO EXPLAIN THE LAYOUT AND SERVICES REQUIREMENTS FOR THE TRADE FIXTURES OR TO EXPLAIN COMPANY CONSTRUCTION STANDARDS. ALL DIMENSIONS SHALL BE VERIFIED ON SITE. ALL ERRORS AND DISCREPANCIES SHALL BE REPORTED TO THE OWNER BEFORE PROCEEDING WITH THE WORK. NO DIMENSIONS SHOULD BE MEASURED ON THE DRAWING. DIMENSIONS AND AREAS ON THIS DRAWING ARE FOR INFORMATION ONLY AAD:FITCH, Inc. FITCH 18435 North Scottsdale Rd. Suite 195 Scottsdale, Arizona 85254 T +1 480 998 4200 F +1 480 998 7223 www.FITCH.com P.N. AD012005 ALDO G R O U P E 2300 EVILE- BELA \GER, MONTREAL QUEBEC, CANADA, H4R 3J4 TEL.: (514) 747 -2536 FAX: (514) 747 -6504 PROJET /PROJECT: ALDO SOUTHCENTER WESTF I ELD SEATTLE, WASH I NGTON TITRE /TITLE: STOREFRONT DETAILS PROJET NO. /PROJECT NO. 2161 ECHELLE /SCALE: DESSINE /DRAWN: A.M.J. VERIFIE /CHECKED: K.S. CONCEPT, ANNEE /YEAR: AA06 PAGE: 45 'HILTI' DN OR DS SHOT PINS I" EMBEDMENT INTO SLAB AT 24" O.G. (I.G.G. # 1663) SPECIAL INSP. REQUIRED ti 5/8" TYPE "X" GYP. BD. (TYP. BOTH SIDES). 3 5/8" X 20ga. METAL STUD FRAMING (IGBO #ER 4143 P) CONT. 20 6A. BOTTOM TRACK (IC50 #ER 4943 P) .......7 FLOORING 4 BASE MATERIAL (SEE PLANS) XISTING CONCRETE SLAB TYP. BOTTOM OF PARTITION DETAIL SCALE I" = 1' -0" 3 5 /8" X 20 GAUGE DIAGIONAL BRACING. co 48" O.G. ® 45 ALTERNATE SIDES. METAL STUDS (SEE SHT. A I) 5/8" TYPE "X" GYP. BD. (TYP. BOTH SIDES). TOP OF INT. WALL BRACING DETAIL SCALE I" = I' -0" NOTE: UNISEX SANITARY FACILITIES SHALL BE IDENTIFIED BY A CIRCLE, 1/4" THICK, 12 " IN DIAMETER WITH A I/4" THICK TRIANGLE SUPERIMPOSED ON THE CIRCLE AND WITHIN THE 12" DIAMETER. THESE GEOMETRIC SYMBOLS SHALL BE CENTERED ON THE DOOR AT A HEIGHT OF b0" AND THEIR COLOR AND CONTRAST SHALL BE DITINCTLY DIFFERENT FROM THE COLOR AND CONTRAST OF THE DOOR. MEN'S / WOMEN'S RESTROOM SIGNA6E SCALE: I" = I' -0" TO FINISH FLOOR WHITE LETTERS AND FIGURES ON BLUE FIELD. RAISED BRAILLE AT BOTTOM OF SIGN. MOUNTING LOCATION AND HEIGHT WHERE PERMANENT IDENTIFICATION 15 PROVIDED FOR ROOMS AND SPACES, RAISED Lti itMS SHALL BE PROVIDED AND SHALL BE ACCOMPANIED BY BRAILLE IN CONFORMANCE WITH SECTION 11115.5.6. SIGNS SHALL BE INSTALLED ON THE WALL ADJACENT TO THE LATCH OUTSIDE OF THE DOOR. WHERE THERE 15 NO WALL SPACE ON THE LATCH SIDE, INCLUDING AT DOUBLE LEAF DOORS, SIGNS SHALL BE PLACED ON NEAREST ADJACENT WALL, PREFERABLY ON THE RIGHT. MOUNTING HEIGHT SHALL BE 60 INCHES (1524 MM) ABOVE THE FINISHED FLOOR TO THE CENTER LINE OF THE SIGN. MOUNTING LOCATION SHALL BE DETERMINED SO THAT A PERSON MAY APPROACH WITHIN 3 INCHES (16 MM) WITHOUT ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHIN THE SWING OF OF THE DOOR. A VERIFY THAT THE SHOWN METHOD OF ATTACHMENT IS ACCEPTABLE WITH THE ON -SITE COORDINATOR. IF NOT, CONTACT ARCHITECT FOR ALTERNATE DETAIL. EXISTING METAL PAN DECK. CONT. 20 GA. SLOTTED DEEP LEG TRACK ATTACH TO METAL STRAPS. (2) 4t10 SELF TAPPING TEK SCREWS @ 16" O.G. G.G. TO BE AWARE THAT THE LANDLORD DOES NOT ALLOW ANYTHING TO BE ATTACHED TO THE PAN DECK ITSELFI ATTACHMENT TO STRUCTURE ABOVE SCALE N.T.S. UNISTRUT P1000 CLAMPED TO TOP CHORD OF JOIST W/ UNISTRUT BEAM CLAMP $$P1556. @ 48" oh 6.G. TO SUPPLIMENT W/ ADDITIONAL UNITSTRUT WHERE SPACING 15 NOT FEASIBLE USE UNISTRUT P 1003, IN/ WIDE BASE FLANGE, AT CONDITIONS WHERE SOFFIT GROSSES TRUSSES. 1/2" MIN. FOR DEFLECTION. (2) #8 TEK SCREWS AT EA. CONNECTION. CONTINUOUS 22 GA. EXISTING JOIST. 3 5/8" X 20 GA. METAL STUDS @ IV O.G. VERIFY THAT THE SHOWN METHOD OF ATTACHMENT IS ACCEPTABLE WITH THE ON -SITE COORDINATOR. IF NOT, CONTACT ARCHITECT FOR ALTERNATE DETAIL. EXISTING METAL PAN DECK. —2 #10 SCREWS AT EACH CONNECTION. 3 5 /5" X 20 GA. D I AG._ BRACING AT 43" O.G. TO STRUCTURE, TYP. G.G. TO BE AWARE THAT THE LANDLORD DOES NOT ALLOW ANYTHING TO BE ATTACHED TO THE PAN DECK ITSELF! A TYP. DIM. BRACING CONN. TO DECK SCALE N.T.S. UNISTRUT P 1000 CLAMPED TO TOP CHORD OF JOIST W/ UNISTRUT BEAM CLAMP #P 1386. @ 48" o.c 6.C. TO SUPPLIMENT W/ ADDITIONAL UNITSTRUT WHERE SPACING 15 NOT FEASIBLE USE UNISTRUT P1005, W/ WIDE BASE FLANGE, AT CONDITIONS WHERE SOFFIT CROSSES TRUSSES. 20 6A. DEEP LE6 TRACK ATTACHED TO DECK EXISTING JOIST. A PLAN 0 I 7- 6.G. TO PROVIDE A MIN. 2" LEG ON PERIMETER WALL ANGLES 8" 4' -O "� 12' -0" 4' -0 "MIN. COMPRESSION STRUTS m 12' -0" O.G. EA. WAY 5/4" MIN. CLEAR CR055 RUNNER OR MAIN RUNNER G.G. TO PROVIDE A MIN. 2" LEG ON PERIMETER WALL ANGLES NOTE TIE TWO ADJACENT WALL TO CEILING MAIN 4 CROSS RUNNERS. LLEVATION SUSPENDED CEILING BRACING SCALE N.T.S. MIN. 8 GAUGE WIRES. 1/2" EMT. COMP. STRUT TIGHT TO STRUCT. ABOVE. COMPE5510N STRUT REQ'D. AT EA. SEISMIC RESTRAINT 12' -O" O.G. EA. WAY. 'U56' D6L3^1 DRYWALL SUSPENSION SYSTEM, I I/2" X 15/16" CROSS TEES AT 48" O.G. (I.C.C. MR-1222) ANCHOR TO STRUCTURE ABOVE. 12 6A. VERTICAL HANGER WIRES @ 24" O.G. EA. WAY. DASHED LINE INDICATES 5/32" HOLE DRILLED FOR BOLT AND LOCK NUT AFTER CEILING 15 LEVELED 5/8" TYPE "X" GYPSUM BOARD WITH TAPED JOINTS SANDED SMOOTH. NOTE: SUPPORT WIRES FOR ALL CEILING SYSTEMS MUST NOT BE CONNECTED TO ANY.OF LANDLORD'S MECHANICAL, ELECTRICAL, PLUMBING, OR FIRE PROTECTION. SUSPENDED GYP. BD. SCALE N.T.S. (4) 12 GA., 45° SPLAY WIRES AT EVERY STRUT, 12' -0" O.G. EACH WAY. 'U56' MIN DRYWALL SUSPENSION SYSTEM, I -I/2" X I -1/2" STRAIGHT MAIN TEES 24" O.G. (I.G.C. MR-1222) G.G. TO PROVIDE AND INSTALL F.R.P. WAINSGOT 4S" HIGH AT DRINKING FOUNTAIN SURROUND. SERVICE COUNTER SECTION I V2" = I'-0" ADA APPROVED (INSTALLATION CLEARANCE) DRINKING FOUNTAIN NOTE IF THE DRINKING FOUNTAIN 15 LOCATED IN THE PATH OF TRAVEL, A TEXTURED AREA 1' -0" AROUND THE FOUNTAIN, CLEARLY IDENTIFIABLE BY THE BLIND 15 REQUIRED. BUBBLER 15 TO BE ACTIVATED BY A HANDICAP PUSH BAR ON FRONT FAGE OF UNIT. DRINKING FOUNTAIN DETAIL SCALE N.T.S. REVISION N0,? bo- ly 8 4 1/8" REVIEWED FOR WOE COMPLIANCE APPROVED 'JUL 17 2012 City of Tukwila DOOR- REFER TO DOOR SCHEDULE (SHEET 5) HOLLOW METAL DOOR FRAME BY G.G. (RATED WHERE REQUIRED) (I/4 ") F.R.T. SHIM (AS REQUIRED) 2 X 4 F.R.T. WD STUD FOR DOOR FRAME 3 5/8" X 20ga. MTL STUD FRAMING. (IGBO #ER 4143 P) 5/8" GYP. BD. RECEIVED JUL 13 2012 PERMIT CENTER , TYP. HOLLOW METAL DOOR JAMB DETAIL SCALE: 3" = I' -0" u• `0" Ai nn \Annt c„o .iti re., +or ch„ rr "'fl t .., \r..,+ 0187 1 dwg ALSO DATE EMIS /ISSUED \A'45° \/ \A ISSUED FOR CONSTRUCTION I. FIN. CLG. HGT. I ISSUED FOR SITE CONDITION 8" \--4.66' DELA DRYWALL SUSPENSION CEILING SYSTEM. (I.G.G. MR-I222) /--- FINISH FLOOR LLEVATION SUSPENDED CEILING BRACING SCALE N.T.S. MIN. 8 GAUGE WIRES. 1/2" EMT. COMP. STRUT TIGHT TO STRUCT. ABOVE. COMPE5510N STRUT REQ'D. AT EA. SEISMIC RESTRAINT 12' -O" O.G. EA. WAY. 'U56' D6L3^1 DRYWALL SUSPENSION SYSTEM, I I/2" X 15/16" CROSS TEES AT 48" O.G. (I.C.C. MR-1222) ANCHOR TO STRUCTURE ABOVE. 12 6A. VERTICAL HANGER WIRES @ 24" O.G. EA. WAY. DASHED LINE INDICATES 5/32" HOLE DRILLED FOR BOLT AND LOCK NUT AFTER CEILING 15 LEVELED 5/8" TYPE "X" GYPSUM BOARD WITH TAPED JOINTS SANDED SMOOTH. NOTE: SUPPORT WIRES FOR ALL CEILING SYSTEMS MUST NOT BE CONNECTED TO ANY.OF LANDLORD'S MECHANICAL, ELECTRICAL, PLUMBING, OR FIRE PROTECTION. SUSPENDED GYP. BD. SCALE N.T.S. (4) 12 GA., 45° SPLAY WIRES AT EVERY STRUT, 12' -0" O.G. EACH WAY. 'U56' MIN DRYWALL SUSPENSION SYSTEM, I -I/2" X I -1/2" STRAIGHT MAIN TEES 24" O.G. (I.G.C. MR-1222) G.G. TO PROVIDE AND INSTALL F.R.P. WAINSGOT 4S" HIGH AT DRINKING FOUNTAIN SURROUND. SERVICE COUNTER SECTION I V2" = I'-0" ADA APPROVED (INSTALLATION CLEARANCE) DRINKING FOUNTAIN NOTE IF THE DRINKING FOUNTAIN 15 LOCATED IN THE PATH OF TRAVEL, A TEXTURED AREA 1' -0" AROUND THE FOUNTAIN, CLEARLY IDENTIFIABLE BY THE BLIND 15 REQUIRED. BUBBLER 15 TO BE ACTIVATED BY A HANDICAP PUSH BAR ON FRONT FAGE OF UNIT. DRINKING FOUNTAIN DETAIL SCALE N.T.S. REVISION N0,? bo- ly 8 4 1/8" REVIEWED FOR WOE COMPLIANCE APPROVED 'JUL 17 2012 City of Tukwila DOOR- REFER TO DOOR SCHEDULE (SHEET 5) HOLLOW METAL DOOR FRAME BY G.G. (RATED WHERE REQUIRED) (I/4 ") F.R.T. SHIM (AS REQUIRED) 2 X 4 F.R.T. WD STUD FOR DOOR FRAME 3 5/8" X 20ga. MTL STUD FRAMING. (IGBO #ER 4143 P) 5/8" GYP. BD. RECEIVED JUL 13 2012 PERMIT CENTER , TYP. HOLLOW METAL DOOR JAMB DETAIL SCALE: 3" = I' -0" u• `0" Ai nn \Annt c„o .iti re., +or ch„ rr "'fl t .., \r..,+ 0187 1 dwg ALSO DATE EMIS /ISSUED MAY 01, 2012 ALDO / SAJO / L.L., BID $ PERMIT JUNE 04, 2012 ISSUED FOR CONSTRUCTION JUNE 28, 2012 ISSUED FOR SITE CONDITION JULY 12, 2012 ISSUED FOR CONSTRUCTION - (2N12. RD.) 4 PRINT DATE 2012 -07 -12 10354 7/11/12 BLAIR S. LEACH STATE OF WASHINGTON 2012 -06 -28 PER FIELD CONDITIONS NO. DATE REVISION THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ALDO GROUP AND ITS ASSOCIATED COMPANIES TO EXPLAIN THE LAYOUT AND SERVICES REQUIREMENTS FOR THE TRADE FIXTURES OR TO EXPLAIN COMPANY CONSTRUCTION STANDARDS. ALL DIMENSIONS SHALL BE VERIFIED ON SITE. ALL ERRORS AND DISCREPANCIES SHALL BE REPORTED TO THE OWNER BEFORE PROCEEDING WITH THE WORK. NO DIMENSIONS SHOULD BE MEASURED ON THE DRAWING. DIMENSIONS AND AREAS ON THIS DRAWING ARE FOR INFORMATION ONLY AAD:FITCH, Inc. FITCH 16435 North Scottsdale Rd. Suite 195 Scottsdale, Arizona 85254 T+1 480 998 4200 F +1 480 998 7223 www.FITCH.com P.N. ADO 12005 ALDO G R O U P E 2300 EMILE- BELANGER, MONTREAL QUEBEC, CANADA, H4R 3J4 TEL.: (514) 747 -2536 FAX: (514) 747 -6504 PROJET /PROJECT: ALPO SOUTHGENTER WESTF 1 ELD SEATTLE, WASHINGTON TITRE /TITLE: GENERAL DETAILS PROJET NO. /PROJECT NO. 2161 DESSINE /DRAWN: A.M.J. EC H ELLE/SCALE: VERIFIE /CHECKED: K.S. CONCEPT, ANNEE /YEAR: AA06 PAGE: 4C (E) DEMISING PARTITION (E) DEMISING PARTITION ALSO r._>.n ., _, n ,. .r ..,r. � f � , H f is { ": 3. I 7. 1 � � s �i_�.4..r,.. - .��+9k,ippjj�..� .,I _f.h:�'€, a (Fliyi (N) DEMISIN6 PARTITION BY L.L. Cni 1 .T t ) fi i W a t 3 tfi t { t � c w tP 1 Y t 3 n Ss P � R 1 4 !�.4H.Y 1 ti, .., ll:.:,r .,AwX A`�..t +S. •b a. 'it.. , ry (E) STRUCTURAL COLUMN (N) DEMISING PARTITION BY L.L. (N) DEMISING PARTITION BY L.L. 4,1,,,,V,1'{ 11 j1T.r $1) SITE VERIFICATION PLAN . MALL SERVICE I CORRIDOR ADJAGEN TENANT (N) DEMISING PARTITION BY L.L. (E) STRUCTURAL COLUMN (E) STRUCTURAL COLUMN 1 1 1 1 11 1 /—LEASELINE (E) NEUTRAL PIER 1 E) MALL 1 1 BULKHEAD 1 1 ABOVE 1 �– LEASELINE 1 1 II ) MALL BULKHEAD ABOVE DATE EMUS ISSUED MAY 01, 2012 ALDO / SAJO / L.L., BID $ PERMIT JUNE 04, 2012 ISSUED FOR CONSTRUCTION JUNE 28, 2012 ISSUED FOR SITE CONDITION JULY 12, 2012 ISSUED FOR CONSTRUCTION - (2ND. RD.) PRINT DATE 2012 -07 -12 10354 REGISTERED ARCHITECT on l h. -:� �r +:5 I c P a r- �i,.0 jai. _..4�,a, �.,�k.,u; i •, . . ,r. 1 L_ . \... _. 1:.,,� ?a Ir k Y w r r 1 ! k FSI a 1 ✓� 4) S _ v i.:si •,iii �„ � .��. �, r 1 refs ke � a t t L�€ . sX pp � 4L 1! .• 1 1 G -1j .k r tt�ir.�,.taG�ir1�.��, tiT� ° f�r.t,i11�3 as 9y,. tips 1 N::. 1 i 5 XRDI . VAzRPF, (E) NEUTRAL PIER (E) DEMISING PARTITION (E) DEMISING PARTITION I M./ M/ AO% !// AK/ e i UNDERSI (E) DEMISING PARTITION A Ul (E) STRUCTURAL (E) INTERIOR COLUMN WITHIN INTERIOR PARTITION BUILD -OUT PARTITION FURRING UNDERSI 1 EXISTING MALL BULKHEAD LEASE. LINE MAL 1 0 Q 2 a z i SITE VERIFICATION SECTION 114" = I'-D" T 15 suv:. 5 TO BE CIQMFL ISM ATELY' AFTEQ VOLITION AND RETJN TO THE ESGNER B. OR QOM NGNG GO STRUCTQN. SURVEY CHECKLIST This survey is to be completed IMMEDIATELY after demolition AND RETURNED to the designer BEFORE COMMENCING CONSTRUCTION. Please complete all dimensions indicated. Please note that all dimensions should be clear dimensions (from the inside of one wall, or column, to the hside of another). If INC require dimensions center to center, it will be so noted. All dimension should read 0' -0" to the closest I /S ". The existing drawing is to be used as a REFERENCE ONLY and is not to be assumed accurate. Please revised them as actual site conditions. The following CHECKLIST and PLAN should be completed. All items to be checked of $ signed with name a date (completed by), and returned to the designer once the survey Is completed, BEFORE COMMENCING CONSTRUCTION. 6ENERAL INFORMATION (FLOOR PLAN) : u I. Indicate location of lease line and dimension in relation to demising cap. L___I 2. Complete all "blank" dimensions. L3. Indicate size of columns shon on plan and dimenion in relation -1 to front (lease 'he) or rear of store. u u 4. Indicate type of column, i.e. concrete, H beam, pipe, etc. 5. Confirm location of W.G. complete dimensions and confirm or show correct location of fixtures. Li6. Show dimensions on demising cap detail. CEILING INFORMATION: u u 1. Confirm location of electrical panels, with measurements on plan. 2. Verify location of electrical outlets. and bell and indicate condition. transformers etc., and indicate emergency lights, time clock, push buzzer EMERGENCY LIGHTS GOOD TIME CLOCK PUSH BUZZER BELL POOR TYPE GOOD GOOD GOOD POOR POOR POOR • 3. Indicate location 4 height, underside of existing A/C unit 4 ducts. 4. Indicate location 4 height, underside of existing main telephone conducts $ size. 5. Indicate location 4 height, underside of existing waste pipe $ size. 6. Indicate location 4 height, underside of existing roof drain $ size. 1. Indicate location $ height, underside of existing main sprinkler pipe $ size. GOMPLETD BY: REVISION N0:? 8. Note on section dimensions corresponding to the letters A, B, G and D, belo A - Clear height underside of roof / deck. B - Clear height underside of joist / beams. G - Underside of Mall Bulkhead. D - Existing ceiling heights (NOte on plan) E - Beams: locate on plan and dimension in relation to demising wall. Show clear underside heilits. VIEWED FOR E COMPLIANCE APPROVED IJUL 17 2012 City && Tukwila 1LDING DIVISION ECEIVED JUL 13 2012 P "iNTERI 7/11/10 BLAIR S. LEACH STATE OF WASHINGTON 2012 -06 -28 PER FIELD CONDITIONS NO. DATE REVISION THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ALDO GROUP AND ITS ASSOCIATED COMPANIES TO EXPLAIN THE LAYOUT AND SERVICES REQUIREMENTS FOR THE TRADE FIXTURES OR TO EXPLAIN COMPANY CONSTRUCTION STANDARDS. ALL DIMENSIONS SHALL BE VERIFIED ON SITE. ALL ERRORS AND DISCREPANCIES SHALL BE REPORTED TO THE OWNER BEFORE PROCEEDING WITH THE WORK. NO DIMENSIONS SHOULD BE MEASURED ON THE DRAWING. DIMENSIONS AND AREAS ON THIS DRAWING ARE FOR INFORMATION ONLY AAD:FITCH, Inc. FITCH 16435 North Scottsdale Rd. Suite 195 Scottsdale, Arizona 85254 T +1 480 998 4200 F +1 480 998 7223 www.FITCH.com P.N. AD012005 ALDO G R O U P E 2300 EvILE — BELANGER, MONTREAL QUEBEC, CANADA, H4R 3J4 TEL.: (514) 747 -2536 FAX: (514) 747 -6504 PROJET /PROJECT: ALDO SOUTHGENTER INESTF I ELD SEATTLE. WASH I NGTON H: \Omega \ALDO \AD012005 — South Center Shopping Town \Cod \2167_1.dwg TITRE /TITLE: SITE VERIFICATION PLAN PROJET NO. /PROJECT NO. 2161 DESSINE /DRAWN: A.M.J. ECHELLE /SCALE: VERIFIE /CHECKED: K.S. CONCEPT, ANNEE /YEAR: AA06 PAGE: SV EXISTING, LANDLORD DUCTWORK AT IS' -I" APP TO REMAIN EXISTING, LANDLORD DUCTWORK AT I5' -4" APP TO REMAIN ALDO MAY 01, 2012 EMIS /ISSUED ALDO / 5AJ0 / L.L., BID + PERMIT JUNE 04, 2012 JUNE 28, 2012 JULY I2, 2012 ISSUED FOR CONSTRUCTION ISSUED FOR SITE CONDITION ISSUED FOR SITE CONDITION (2ND RD) TO REMt'IN. PRINT DATE 2012 -07 -12 NEW 10 "m NEW IO" m 2012-01-10 PER LANDLORD COMMENT 2012 -06 -28 2012 -05-30 2012 -05-30 2012- 05-2c1 T WIDE MIN. DUCT STRAP 48" O.G. MAX. RIGID ROUND METAL DUCT EXTERNALLY INSULATED RIGID ROUND DUCT ELBOW EXTERNALLY INSULATED METAL SUPPLY DUCT EXTERNALLY INSULATED DIFFUSER TRIM FRAME GEILIN6 MECHANICAL EQUIPMENT SCHEDULE EXISTING FAN POWERED BOX MIN. GFM MAX. GEM VOLT/ REF. MARK MANUFACTURER MODEL GFM SETTING, sETTiN6 PHASE ACCESSORIES NOTE NOTES FP -I TITUS ATSGt -1 2350 1800 2350 2p8/3 INTEGRAL 3 KW HEAT I I. RELOCATE L.L. COMPATIBLE GONIROLS WHERE INDICATED. AIR DEVICE SCHEDULE (E "H" PRICE) PLAN MARK MODEL # FACE SIZE NECK 511E TYPE NOTES ASPD -3I 24x24 SEE PLAN 5.6. G/W SPF FRAME ):: ) '0 A C.P 24x24 BEE PLAN 5.6. LAY -IN '© 530 24x12 -- R.G. -- :- ► 520. 24x24 -- R.G. EGGGRATE !Cr MECHANICAL NOTES I. FIRST TNENNY FEET OF SUPPLY/RETURN DUCTWORK FROM/TO UNIT SHALL BE INSULATED INTERNALLY WITH I -I /2" ACOUSTICAL LINER. DUCT DIMENSIONS SHOWN ARE INSIDE CLEAR. 2. FLEX DUCT SHALL BE PREINSULATED WITH I -I /2" THICK FIBERGLASS, I* DENSITY FLEXMASTER OR EQUAL. PROVIDE SPIN -IN FITTING WITH INTEGRAL VOLUME DAMPER AT EACH TAP. MAXIMUM FLEX RUN - FIVE FEET (5' -09. NOTES BY SYMBOL V RELOCATE LANDLORD COMPATIBLE CONTROLS AT 48" AM. VERIFY EXACT LOCATION PRIOR TO INSTALLATION. 02 PROVIDE NEW EXHAUST FAN AS SPECIFIED. CONNECT NEW 66.0 EXHAUST DUCT TO EXISTING LANDLORD EXHAUST SYSTEM ABOVE. 0 CONTRACTOR SHALL FIELD VERIFY EXISTING VAV MEETS OR EXCEEDS THE MINIMUM REQUIREMENTS LISTED IN THE SCHEDULE ON THIS SHEET. REPAIR TO LIKE NEW CONDITION TO ENSURE PROPER AND DEPENDABLE OPERATION. PROVIDE ALTERNATE BID TO INSTALL NEW AS SPECIFIED IF NECESSARY. 5. T.G.G. SHALL VERIFY EXACT LOCATION OF HVAG EQUIPMENT BEFORE FABRICATING DUCTWORK. VAV NOTES 4. UPON COMPLETION OF CONSTRUCTION T.6.G. SHALL GLEAN COILS, ADJUST BELTS, REFRIG. CHARGE AND REPLACE FILTER MEDIA TO OBTAIN MAXIMUM EFFICIENCY. NO. DATE PER FIELD CONDITIONS PER SAJO COMMENTS PER LANDLORD COMMENTS PER ALDO COMMENTS REVISION THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ALDO GROUP AND ITS ASSOCIATED COMPANIES TO EXPLAIN THE LAYOUT AND SERVICES REQUIREMENTS FOR THE TRADE FIXTURES OR TO EXPLAIN COMPANY CONSTRUCTION STANDARDS. ALL DIMENSIONS SHALL BE VERIFIED ON SITE. ALL ERRORS AND DISCREPANCIES SHALL BE REPORTED TO THE OWNER BEFORE PROCEEDING WITH THE WORK. NO DIMENSIONS SHOULD BE MEASURED ON THE DRAWING. DIMENSIONS AND AREAS ON THIS DRAWING ARE FOR INFORMATION ONLY 5. T.6.6. SHALL PAINT ALL DIFFUSERS AND GRILLES TO MATCH ADJACENT CEILING OR AS SPECIFIED IN ARCHITECTURAL DRAWINGS. 6. PROVIDE BALANCING DAMPER AT DIFFUSER WHERE AGGE5515 LIMITED. 1. EXISTING DUCTWORK TO REMAIN AND BE REUSED WHERE POSSIBLE. 8. NVAC WORK TO CGtFOR'1 TO ALL APPLICABLE STATE, LOCAL AND REGULATORY AGENCY CODE REQUIREMENTS. TAG. SHALL 116E LANDLORD APPROVED AIR BALANCNGa CONTRACTOR 9. PROVIDE NEW DUCTWORK AS REQUIRED. T.64. SHALL GAP AND SEAL ALL UNUSED PORTIONS OF DUCTWORK AIRTIGHT. ANY NEW DUCTWORK SHALL BE FABRICATED FROM 6ALVANIZED SHEET METAL OR STAINLESS STEEL. FIBERGLASS DUCTWORK WILL NOT BE PERMITTED. NO PVC PIPING ALLOWED. d p e don penn • consulting engineer 635 Westport Parkway Suite 300 Grapevine, Texas 76051 Phone: 817 -410 -2858 Fax: 817 -251 -8411 EXHAUST FAN SCHEDULE PLAN MARK MANUFACTURER MODEL NO. G.F.M. 5.P. HP VOLT NOTES EF -I GROAN QTRIIOL 100 .25" 1/4 120 CEILING PANS SHALL BE FURNISHED WITH THE FOLLOWING AMICABLE: a. BAGKDRAFT DAMPER b. VIBRATION ISOLATION SUPPORT HANGERS 4. ROOF JACK WITH BIRDSGREEN 1. USE ONLY LANDLORD SPECIFICATION VAV CONTROLS FOR THI5 PROJECT. REFER TO TEMPERATURE CONTROL NOTES THIS SHEET FOR ADDITIONAL INFORMATION ON PROGRAMMING AND FINAL WIRING CONNECTIONS TO THE LANDLORD'S SYSTEM. 2. UTILIZE ONLY RIGID DUCTWORK UPSTREAM OF THE VAV BOX. PROVIDE FOUR EQUIVALENT DUCT DIAMETERS OF STRAIGHT DUCTWORK DIRECTLY UPSTREAM OF THE VAV BOX INLETS. 5. T.G.G. SHALL MAINTAIN ALL LL RETURN AIR OPENINGS IN DEMISING WALLS TO ENSURE OPERATION OF LL CENTRAL VAV SYSTEM. I3. REBALANCE THE SYSTEM WITH NEW GEM'S SHOWN. ALSO G R O U P E 2300 EMILE- BELANGER, MONTREAL QUEBEC, CANADA, H4R 3J4 TEL.: (514) 747 -2536 FAX: (514) 747 -6504 PROJET /PROJECT: ALDO SOUTHGENTER IN STF I ELD SEATTLE, WASH I NGTON TITRE /TITLE: RECEIVED JUL 13 2012 PERMIT CENTER MECHANICAL PLAN PROJET NO. /PROJECT NO. 2167 ECHELLE /SCALE: R: \ALDO \_Fitch \2012.Projects \12. 3243. SouthcenterMoll .Settie.WA \12.3243.M1.dwg CONCEPT, ANNEE /YEAR: AA06 DESSINE /DRAWN: DA VERIFIE /CHECKED: BH M -I AZi livw AIR DEVICE SCHEDULE (E "H" PRICE) PLAN MARK MODEL # FACE SIZE NECK 511E TYPE NOTES ASPD -3I 24x24 SEE PLAN 5.6. G/W SPF FRAME ):: ) '0 A C.P 24x24 BEE PLAN 5.6. LAY -IN '© 530 24x12 -- R.G. -- :- ► 520. 24x24 -- R.G. EGGGRATE !Cr MECHANICAL NOTES I. FIRST TNENNY FEET OF SUPPLY/RETURN DUCTWORK FROM/TO UNIT SHALL BE INSULATED INTERNALLY WITH I -I /2" ACOUSTICAL LINER. DUCT DIMENSIONS SHOWN ARE INSIDE CLEAR. 2. FLEX DUCT SHALL BE PREINSULATED WITH I -I /2" THICK FIBERGLASS, I* DENSITY FLEXMASTER OR EQUAL. PROVIDE SPIN -IN FITTING WITH INTEGRAL VOLUME DAMPER AT EACH TAP. MAXIMUM FLEX RUN - FIVE FEET (5' -09. NOTES BY SYMBOL V RELOCATE LANDLORD COMPATIBLE CONTROLS AT 48" AM. VERIFY EXACT LOCATION PRIOR TO INSTALLATION. 02 PROVIDE NEW EXHAUST FAN AS SPECIFIED. CONNECT NEW 66.0 EXHAUST DUCT TO EXISTING LANDLORD EXHAUST SYSTEM ABOVE. 0 CONTRACTOR SHALL FIELD VERIFY EXISTING VAV MEETS OR EXCEEDS THE MINIMUM REQUIREMENTS LISTED IN THE SCHEDULE ON THIS SHEET. REPAIR TO LIKE NEW CONDITION TO ENSURE PROPER AND DEPENDABLE OPERATION. PROVIDE ALTERNATE BID TO INSTALL NEW AS SPECIFIED IF NECESSARY. 5. T.G.G. SHALL VERIFY EXACT LOCATION OF HVAG EQUIPMENT BEFORE FABRICATING DUCTWORK. VAV NOTES 4. UPON COMPLETION OF CONSTRUCTION T.6.G. SHALL GLEAN COILS, ADJUST BELTS, REFRIG. CHARGE AND REPLACE FILTER MEDIA TO OBTAIN MAXIMUM EFFICIENCY. NO. DATE PER FIELD CONDITIONS PER SAJO COMMENTS PER LANDLORD COMMENTS PER ALDO COMMENTS REVISION THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ALDO GROUP AND ITS ASSOCIATED COMPANIES TO EXPLAIN THE LAYOUT AND SERVICES REQUIREMENTS FOR THE TRADE FIXTURES OR TO EXPLAIN COMPANY CONSTRUCTION STANDARDS. ALL DIMENSIONS SHALL BE VERIFIED ON SITE. ALL ERRORS AND DISCREPANCIES SHALL BE REPORTED TO THE OWNER BEFORE PROCEEDING WITH THE WORK. NO DIMENSIONS SHOULD BE MEASURED ON THE DRAWING. DIMENSIONS AND AREAS ON THIS DRAWING ARE FOR INFORMATION ONLY 5. T.6.6. SHALL PAINT ALL DIFFUSERS AND GRILLES TO MATCH ADJACENT CEILING OR AS SPECIFIED IN ARCHITECTURAL DRAWINGS. 6. PROVIDE BALANCING DAMPER AT DIFFUSER WHERE AGGE5515 LIMITED. 1. EXISTING DUCTWORK TO REMAIN AND BE REUSED WHERE POSSIBLE. 8. NVAC WORK TO CGtFOR'1 TO ALL APPLICABLE STATE, LOCAL AND REGULATORY AGENCY CODE REQUIREMENTS. TAG. SHALL 116E LANDLORD APPROVED AIR BALANCNGa CONTRACTOR 9. PROVIDE NEW DUCTWORK AS REQUIRED. T.64. SHALL GAP AND SEAL ALL UNUSED PORTIONS OF DUCTWORK AIRTIGHT. ANY NEW DUCTWORK SHALL BE FABRICATED FROM 6ALVANIZED SHEET METAL OR STAINLESS STEEL. FIBERGLASS DUCTWORK WILL NOT BE PERMITTED. NO PVC PIPING ALLOWED. d p e don penn • consulting engineer 635 Westport Parkway Suite 300 Grapevine, Texas 76051 Phone: 817 -410 -2858 Fax: 817 -251 -8411 EXHAUST FAN SCHEDULE PLAN MARK MANUFACTURER MODEL NO. G.F.M. 5.P. HP VOLT NOTES EF -I GROAN QTRIIOL 100 .25" 1/4 120 CEILING PANS SHALL BE FURNISHED WITH THE FOLLOWING AMICABLE: a. BAGKDRAFT DAMPER b. VIBRATION ISOLATION SUPPORT HANGERS 4. ROOF JACK WITH BIRDSGREEN 1. USE ONLY LANDLORD SPECIFICATION VAV CONTROLS FOR THI5 PROJECT. REFER TO TEMPERATURE CONTROL NOTES THIS SHEET FOR ADDITIONAL INFORMATION ON PROGRAMMING AND FINAL WIRING CONNECTIONS TO THE LANDLORD'S SYSTEM. 2. UTILIZE ONLY RIGID DUCTWORK UPSTREAM OF THE VAV BOX. PROVIDE FOUR EQUIVALENT DUCT DIAMETERS OF STRAIGHT DUCTWORK DIRECTLY UPSTREAM OF THE VAV BOX INLETS. 5. T.G.G. SHALL MAINTAIN ALL LL RETURN AIR OPENINGS IN DEMISING WALLS TO ENSURE OPERATION OF LL CENTRAL VAV SYSTEM. I3. REBALANCE THE SYSTEM WITH NEW GEM'S SHOWN. ALSO G R O U P E 2300 EMILE- BELANGER, MONTREAL QUEBEC, CANADA, H4R 3J4 TEL.: (514) 747 -2536 FAX: (514) 747 -6504 PROJET /PROJECT: ALDO SOUTHGENTER IN STF I ELD SEATTLE, WASH I NGTON TITRE /TITLE: RECEIVED JUL 13 2012 PERMIT CENTER MECHANICAL PLAN PROJET NO. /PROJECT NO. 2167 ECHELLE /SCALE: R: \ALDO \_Fitch \2012.Projects \12. 3243. SouthcenterMoll .Settie.WA \12.3243.M1.dwg CONCEPT, ANNEE /YEAR: AA06 DESSINE /DRAWN: DA VERIFIE /CHECKED: BH M -I EXISTING LANDLORD DUCTWORK AT 13' -I" AFF TO REMAIN EXISTING LANDLORD DUCTWORK AT IS'-4" AFF TO REMAIN .EXISTIN,G :VAV :AT;:12' 3__'::APP: :: TO REM■IN.; REFER TO M -I 0 8 1 %f MECHANICAL DEMOLITION PLAN SCALE: 1/4" = 1' -0" DEMO NOTES 1. EXISTING DUCTWORK AND DIFFUSERS TO BE REMOVED AS NOTED. 2. REMOVE ALL EXISTING MECHANICAL EQUIPMENT, DUCTWORK, PLUMBING FIXTURES AND PIPING SYSTEMS ETC. NOT BEING REUSED. DO NOT JUST ABANDON. NOTES BY SYMBOL 0 EXISTING GRILLES AND ASSOCIATED BRANCH DUCT INDICATED ARE TO BE DEMOLISHED V MECHANICAL CONTRACTOR TO UTILIZE AS MUCH EXISTING DUCTWORK AS POSSIBLE IF IT MEETS SIZES SHOWN ON M -I REGARDLESS OF WHAT I5 SHOWN TO BE DEMOLISHED ON THIS PLAN. VERIFY IN FIELD ACTUAL EXISTING SIZES . REVISION N0:? 14B RECEIVED JUL .132012 PERAK PR,NTER R: \ALDO \Ditch \2012.ProJects \12. 3243. SouthcenterMall .Settle.WA \12.3243.M1 A.dwg ALDO DATE EMIS /ISSUED MAY 01, 2012 ALDO / SAX / L.L., BID 4 PERMIT JUNE 04, 2012 ISSUED FOR CONSTRUCTION JUNE 28, 2012 ISSUED FOR SITE CONDITION JULY 12, 2012 ISSUED FOR SITE CONDITION (2ND RD) PRINT DATE 2012 -07 -12 5 4 3 2 2012 -01 -10 PER LANDLORD COMMENT 2012 -06 -28 PER FIELD CONDITIONS 2012 -05-50 PER SAJO COMMENTS 2012 -05-50 PER LANDLORD COMMENTS • 2012-05-2q PER ALDO COMMENTS NO DATE REVISION THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ALDO GROUP AND ITS ASSOCIATED COMPANIES TO EXPLAIN 1HE LAYOUT AND SERVICES REQUIREMENTS FOR THE 'TRADE FIXTURES OR TO EXPLAIN COMPANY CONSTRUCTION STANDARDS. ALL DIMENSIONS SHALL BE VERIFIED ON SIZE. ALL ERRORS AND DISCREPANCIES SHALL BE REPORTED TO THE OWNER BEFORE PROCEEDING WITH THE WORK. NO DIMENSIONS SHOULD BE MEASURED ON THE DRAWING. DIMENSIONS AND AREAS ON THIS DRAWING ARE FOR INFORMATION ONLY d p c e don penn ■ consulting engineer 635 Westport Parkway Suite 300 Grapevine, Texas 76051 Phone: 817- 410.2858 Fax: 817 -251 -8411 ALDO G R O U P E 2300 EMILE- BELANGER, MONTREAL QUEBEC, CANADA, H4R 3J4 TEL.: (514) 747 -2536 FAX: (514) 747 -6504 PROJET /PROJECT: ALPO SOUTHGENTER WEST I ELn SEATTLE, INASHIN&TON TITRE /TITLE: MECHANICAL DEMOLITION PLAN PROJET NO. /PROJECT NO. 2161 ECHELLE /SCALE: DESSINE /DRAWN: DA VERIFIE /CHECKED: BH CONCEPT, ANNEE /YEAR: AA06 PAGE: M- I A MECHANICAL SPECIFICATIONS 15100 - GENERAL PRESCRIPTIONS 10 GENERAL NOTES 1.1 THE COMPLETE INSTALLATION SHALL SE MADE IN STRICT ACCORDANCE WITH THE LANDLORDS REQUIREMENTS. CONSULT LANDLORD'S DEVON CRITERIA, 1.2 THE DRAWINGS AND THE SPECIFICATIONS SHALL BE CONSIDERED ADDITIONAL TO ARCHITECT AND ELECTRICAL ENGINEER'S SPECIFICATIONS. ANY DISCREPANCY OR CONTRADICTION SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER. 1.3 ARCHITECT'S GENERAL REQUIREMENTS ARE PART OF THIS CONTRACT AND THEY SHALL BE APPLIED BY THE GENERAL CONTRACTOR AND SUBCONTRACTORS (HVAC- PLUMBING -FIRE PROTECTION ETC.,). 1.4 GENERAL CONTRACTOR SHALL VISIT THE JOB SITE IN ORDER TO FAMILIARIZE HIMSELF WITH CONDITIONS THAT CAN AFFECT HIS WORK IN ANY MANNER. (MEASUREMENTS - PARTICULAR CONDITIONS, ETC...) NO EXTRA COST DUE TO THE IGNORANCE OF LOCAL CONDITIONS WILL BE ACCEPTED BY THE OWNER. 15 DUCTWORK, PIPING, EQUIPMENT AND ACCESSORIES ARE SHOWN SCHEMATICALLY. NO DIMENSION SHALL BE SCALED ON THE DRAWINGS. GIVE PRIORITY TO THE DIMENSIONS MARKED ON THE DRAWINGS. 1.6 GENERAL CONTRACTOR SHALL MAKE ALL NECESSARY CHECKING AND ADJIJ3TMENT5 TO COMPLY WITH THE INTENT OF SPECIFICATIONS. LT THE DRAWINGS SHOW THE APPROXIMATE LOCATION OF THE EQUIPMENT. EACH SUBCONTRACTOR SHALL VERIFY THESE LOCATIONS STORE INSTALLATION. I.8 BEFORE STARTING THE WORK, COORDINATE AU. SUBCONTRACTOR WORK. NO EXTRA COST WILL BE ACCEPTED FOR A LACK OF COORDINATION. L9 GENERAL CONTRACTOR'S TENDER SHALL INCLUDE THE COST OF ALL NECESSARY PERMITS AND CERTIFICATES, ALL DRAWINGS APPROVAL COSTS AND ALL INSPECTION COSTS REQUIRED BY ALL AUTHORITIES HAVING JURISDICTION. 1.10 EACH SUBCONTRACTOR SHALL COMPLETE THE WORK IN EVERY DETAIL. EVEN THOUGH NOT SHOWN 014 DRAWINGS OR CALLED FOR 114 THIS SPECIFICATION. 1.11 ALL RUBBISH'S AND GARBAGE SHALL BE REMOVED FROM THE JOB SITE AT THE END OF EVERY WORKDAY. AT THE CONTRACT COMPLETION, ALL TOOLS AND EQUIPMENT SHALL BE REMOVED AND THE JOB SITE SHALL BE LEFT IN A GLEAN CONDITION.. 1.12 STARTUP SHALL BE DONE BY MECHANICAL SUBCONTRACTOR AND THE GENERAL CONTRACTOR 1.13 COMPLY WITH ALL APPLICABLE CODES. 1J4 ALL WORK AFFECTING OTHER TENANTS SHALL BE DONE OFF BUSINESS HOURS (NIGHT OR WEEKEND). COORDINATE WITH THE LANDLORD. 2.0 GUARANTEE 21. EACH SUBCONTRACTOR SHALL GUARANTEE HIS WORK FOR ONE YEAR AFTER DATE OF PROVISIONAL ACCEPTANCE BY THE TENANT. EACH SUBCONTRACTOR SHALL REPAIR OR REPLACE AT HIS OWN EXPENSE, ALL DEFECTS SHOWING DURING GUARANTEE PERIOD, AND THIS, WITHIN 4S HOURS FROM NOTICE. 2.2 PROJECTS IMPLYING AIR CONDITIONING COMPRESSORS SHALL INCLUDE AN EXTENDED FOUR (4) YEARS WARRANTY PERIOD COVERING COMPRESSORS. 3.0 SHOP DRAWINGS AND INSTRUCTION MANUALS. 3.1 PRIOR TO ORDERING OR INSTALLING ANY EQUIPMENT, SUBMIT TO ENGINEER FOR APPROVAL A MINIMUM OF TO (2) COPIES OF SHOP DRAWINGS FOR EACH ITEM OF EQUIPMENT, IF REQUESTED. 3.2 UPON COMPLETION OF CONTRACT, SUBCONTRACTOR SHALL SUPPLY INSTRUCTION MANUALS, COVERING OPERATION AND MAINTENANCE OF EQUIPMENT INCLUDED IN HIS CONTRACT. INSTRUCTION MANUALS SHALL BE SUPPLED IN LOOSE LEAF BINDER, IN THREE (5) COPIES. (ONE (I) DOPY FOR THE LANDLORD AND TWO (2) FOR THE TENANT). INSTRUCTION MANUALS SHALL INCLUDE: a. ALL GUARANTEES ON EQUIPMENT AND INSTALLATIONS. b. TESTS RESULTS AND AIR BALANCE REPORT. a. OPERATION AND MAINTENANCE MANUALS. 4. SPRINKLERS ACCEPTANCE CERTIFICATE AS PER NI PA -13. 4.0 ALTERNATE EQUIPMENT 4.1 PROPOSAL SHALL BE BAKED ON SPECIFIED EQUIPMENT AND MATERIAL 4.2 PROPOSAL FOR ALTERNATE TO SPEGIPIGATION SHALL. INCLUDE MANUFACTURER NAME, MODEL AND COST MODIFICATION. 4.3 COST OF ANY CHANGE REQUIRED TO OTHER TRADES WORK DUE TO SUBSTITUTION OF ALTERNATE EQUIPMENT, SHALL BE INCLUDED IN THE SUBCONTRACTOR'S PROPOSAL GALLING FOR THIS SUBSTITUTION. EVEN IF THESE CHANGES APPEAR AFTER THE DEMAND FOR SUBSTITUTION. 4.4 ALTERNATE PROPOSALS WILL BE ACCEPTED OR REJECTED BEFORE CONTRACTS ARE AWARDED. NO CHANGES WILL BE ALLOWED AFTER THE CONTRACT IS SIGNED. 5.0 DRILLING AND ACCESS DOORS 5.1 OBTAIN AUTHORIZATION FROM BUILDING LANDLORD BEFORE DRILLING ANY HOLE IN CEILINGS, SLABS, OUTSIDE WALLS, TENANTS WALLS OR FIRE RETARDING WALLS. 5.2 OPENINGS, PAINTING, GUTTING AND PATCHING OF HOLES IN WALLS AND SLABS, SHALL BE MADE BY THE GENERAL CONTRACTOR. 5.3 ALL RECESSED FRAMES AND ACCESS DOORS, FIRE RETARDING ACCESS DOORS IN WALLS AND CEILINGS, SHALL BE SUPPLIED BY THE CONCERNED SUBCONTRACTOR AND INSTALLED BY THE GENERAL CONTRACTOR THEY SHALL BE INSTALLED WHERE REQUIRED. THE SUBCONTRACTOR SHALL DETERMINE THE LOCATION IN ACCORDANCE WITH THE ARCHITECT. 6.0 DEMOLITION 6.1 EVERY SUBCONTRACTOR OF EACH SECTION SHALL EXECUTE DEMOLITION WORK DESCRIBE ON DRAWINGS, AND THOSE NEEDED TO COMPLETE CONTRACT ADEQUATELY. 62 UNLESS OTHERWISE INDICATED, ALL REMOVED AND UNUSED MECHANICAL EQUIPMENT SHALL BE TURNED TO THE LANDLORD. 15400 - FIRE PROTECTION 10 WORK INCLUDES GENERALLY, LABOR, SUPPLY AND INSTALLATION OF ALL MATERIALS AND EQUIPMENT REQUIRED FOR THE FIRE PROTECTION WORK INDICATED 114 DRAWINGS AND SPECIFICATIONS. 2.0 THE TENANT'S FIRE PROTECTION SUBCONTRACTOR SHALL VISIT THE SITE IN ORDER TO WHITENESS ALL EXISTING CONDITIONS AND SUBMIT A DETAILED REPORT TO THE TENANT, DESCRIBING ALL DEFECTS IN EXISTING INSTALLATION. 3.0 INSTALLATION SHALL CONFORM TO ALL STANDARDS AND REGULATIONS REGARDING THIS TYPE OF CONTRACT TYPE, AND SHALL BE APPROVED BY THE AUTHORITIES HAVING JURISDICTION. TO BE COORDINATED BY THE BUILDING LANDLORD AS PER NFPA 13, LAST EDITION. 4.0 CONTRACTOR SHALL BE LICENSED FOR EXECUTION OF THIS TYPE OF WORK. 5.0 ALL MATERIALS SHALL BE FM, UL /ULG LISTED, AND MEET AU.. REGENT PUBLISHED REGULATIONS. 6.0 FIRE PROTECTION SUBCONTRACTOR SHALL MAKE SURE THAT INSPECTION OF HIS INSTALLATION 15 MADE, BEFORE IT I5 CONCEALED BY CEILING AND COVERING. 1.0 AT FINAL INSPECTION BY THE AUTHORITIES HAVING JURISDICTION, THE FIRE PROTECTION SUBCONTRACTOR SHALL MAKE ALL REQUIRED CHANGES, NECESSARY TO OBTAIN FINAL APPROVAL. 8.0 THE FIRE PROTECTION SUBCONTRACTOR SHALL OBTAIN A CERTIFICATE OF INSPECTION FROM AUTHORITIES HAVING JURISDICTION, AND TURN IT TO THE LANDLORD BEFORE FINAL APPROVAL. 1.0 AUTHORITIES HAVING JURISDICTION, SHALL APPROVE DESIGN DRAWINGS, COMPLETE INSTALLATION, EQUIPMENT AND MATERIALS, INSPECT THEM AND SUPERVISE TESTS. (FIRE PROTECTION SUBCONTRACTOR SHALL PAY ALL COSTS AND FEES). 10.0 PREPARE ALL INSTALLATION DRAWINGS, DETAILS AND HYDRAULIC CALCULATIONS NECESSARY TO OBTAIN APPROVAL FROM CONCERNED AUTHORITIES, BEFORE WORK IS STARTED. (FIRE PROTECTION SUBCONTRACTOR TO PAY FOR ALL FEES AND COSTS INVOLVED). DIVISION 15000 15400 - FIRE F'ROT£GTION (CONTINUED) 11.0 DRAWINGS SHALL INDICATE IN CLEAR. MANNER: a. LOCATION OF THE BUILDING b. ADDRESS OR ANY OTHER MEANS FOR DESIGNATION OF THE BUILDING a. HAZARD ZONE SCHEDULE d. FIRE PROTECTION SUBCONTRACTOR'S NAME AND ADDRESS 0. AUTHORITIES HAVING, JURISDICTION NAME F. THE SYSTEM DESIGN CRITERIA'S SUCH AS HAZARD TYPE, MINIMUM FLOW RATE AND THROW OF EACH SPRINKLER HEAD g. TOTAL REQUIRED WATER FLOW, INCLUDING INSIDE FIRE HOSE CABINETS, AND OUTSIDE FIRE HYDRANTS h. WATER SUPPLY INFORMATION 1. SUPPLY ONE (I) SEPIA AND TWO (2) COPIES, SCALE I /4" = I'-0" (1:50) OF INSTALLATION DRAWINGS. 12.0 THE ROOM 15 CLASSIFIED ORDINARY HAZARD. EACH SPRINKLER HEAD SHALL DOVER 130 sgft (121m ) MAXIMUM. TO BE COORDINATED WITH THE LANDLORD. 13.0 SEMI- L06ARITHMIGS TYPE GRAPHICS SHALL INCLUDE WATER SUPPLY CURVES, SYSTEM REQUIREMENTS, EXTERIOR AND INTERIOR HOSES REQUIREMENTS, IN SUCH A MY AS TO PRESENT A GRAPHIC RESUME OF HYDRAULIC CALCULATIONS. 14.0 PIPING AND PITTIN65 SHALL 13E APPROVED TYPE, IN COMPLIANCE WITH NFPA CODE, FM OR ULG IDENTIFIED AND DESIGNED TO WITHSTAND A WORKING PRESSURE OF 115 ib /sgrn (1210KPa). 15.0 FIRE PROTECTION SUBCONTRACTOR SHALL INSTALL ALL VALVES SHOWN 014 DRAWINGS AND AS NECESSARY FOR TT-E PROPER OPERATION OF THE INSTALLATION AND AS REQUESTED BY NFPA. 16.0 ELBOWS, REDUCERS, ADAPTERS, FITTINGS AND COUPLINGS SHALL BE SAME MANUFACTURE AS TEES. 11.0 PIPING SHALL BE BLACK STEEL, SCHEDULE 40, ASTM -A53, ASTM -A135 AND ASTM -A158. THREADED JOINTS, CAST IRON FITTINGS ASTM -AI26, 125 Ib /Bgin (860KPa) BY GRINNELL., UL APPROVED, THREADED, HYDROSTATIC WORKING PRESSURE OF 115 Ib /egln (I21OKPa) AT 1507 (66'0) AND LESS. FLANGES PACKING, TUBE RUBBER, ALBION 350,1/8` (52mm). 18.0 RUNS OF PIPE AND EQUIPMENT LOCATION ARE *SHOWN APPROXIMATE. FIRE PROTECTION SUBCONTRACTOR SHAD- COORDINATE HIS INSTALLATION WITH THE GEILIN6, DUCTS, LIGHTING AND GENERAL.. LOOK OF THE WORK. 11.0 FLUSHING CONNECTIONS SHALL BE INSTALLED AT LOW POINTS WHERE REQUIRL D AND WHERE INDICATED 014 DRAWINGS, IN SUCH A WAY AS TO EMPTY THE SYSTEM COMPLETELY. 20.0 ALL SPRINKLERS SHALL BE OF AN APPROVED FOG TYPE WITH FUSE MELTING AT A VARIOUS TEMPERATURES ACCORDING TO THE REQUIREMENTS. 21.0 PENDANT SPRINKLER HEAD: MICROMATIG, MODEL WITH GLASS FUSE (E -I), SEMI - RECESSED, CHROMED PLATED ESCUTCHEON AND SPRINKLER, OR ALTERNATE APPROVED EQUIPMENT. 22.0 UPRIGHT SPRINKLER HEAD; MICROMATIG, MODEL WITH GLASS FUSE (M), BRONZE FI141514. OR ALTERNATE APPROVED EQUIPMENT. 23.0 INVISIBLE SPRINKLER HEAD: STAR, MODEL H ("UNSPOILER "), FULLY RECESSED IN CEILING AND HIDE WITH 4" DIAMETER PLATE OR ALTERNATE APPROVED EQUIPMENT. 24.0 REMOVED SPRINKLER HEADS SHALL NOT BE REUSED. 25.0 FIRE PROTECTION SUBCONTRACTOR SHALL INSTALL SPRINKLER GUARDS IN LOCATION WHERE SPRINKLERS MAY BE SUBJECT TO MECHANICAL IMPACTS AND WHERE INDICATED ON DRAWINGS. 26.0 FIRE PROTECTION SUBCONTRACTOR SHALL INSTAL. EVERYWHERE PIPES RUN THROUGH WALLS, FLOORS, CEILINGS ETC,,.. A CAST IRON ESCUTCHEON 014 EACH SIDE OF THE PARTITION. FI6.515 OF GRINNELL. OR ALTERNATE APPROVED EQUIPMENT. 21.0 FIRE PROTECTION SUBCONTRACTOR SHALL INSTALL EVERYWHERE PIPES RUN THROUGH ACOUSTICAL CEILINGS, CHROMED STEEL ESCUTCHEON WITH CLAMPING MECHANISM, AND CONCEALED HINGES, FIG.20 OF GRINNELL, OR ALTERNATE APPROVED EQUIPMENT. 28.0 FIRE PROTECTION SUBCONTRACTOR SHALL COORDINATE WITH LANDLORD'S UNDERWRITERS THE ADDITION OF SPRINKLER HEADS OVER FINISHED GEILIN6. 2'i.0 FIRE PROTECTION SUBCONTRACTOR SHALL SUPPLY AND INSTALL TWO (2) PORTABLE FIRE EXTINGUISHERS, ABC DRY POWDER, PRESSURE TYPE, GLASS 6A, SOBG, 10 POUNDS (4.5 KG) CAPACITY, 235 Ib //eqq,rn (1620 KPa) WORKING PRESSURE. MODES.. WBDL -AEGIO OF GFH, WALL INSTALLATION, OR ALTERNATE AMROVED EQUIPMENT. 15500 - VENTILATION- HEATING -AIR CONDITIONING 1.0 WORK INCLUDES GENERALLY, LABOR, SUPPLY AND INSTALLATION OF ALL MATERIALS AND EQUIPMENT REQUIRED FOR THE VENTILATION WORK INDICATED IN DRAWINGS AND SPECIFICATIONS. 2.0 THE TENANT'S VENTILATION SUBCONTRACTOR SHALL VISIT THE SITE IN ORDER TO WHITENESS ALL EXISTING CONDITIONS AND SUBMIT A DETAILED REPORT TO THE TENANT, (DESCRIBING ALL DEFECTS IN EXISTING INSTALLATION, 3.0 THE LANDLORD'S VENTILATION SUBCONTRACTOR SHALL VERIFY ALL HVAG UNITS AND THE TENANT'S VENTILATION SUBCONTRACTOR SHALL PERFORM THE NECESSARY CORRECTIONS WITHOUT BEING LIMITED TO: a. BALL BEARINGS LUBRICATION. b. COILS, GLEANING AND PURGING. a. FANS: REPLACE BELTS, ALIGNMENT IF REQUIRED. d. REPLACE FILTER MEDIA. 0. CHECK REFRIGERANT CHARGE. F. CHECK WIRING AND CONTROLS. g. CONDENSER AND ACCESSORIES GLEANING. h. PERFORM BALANCING WORK AND SUPPLY A BALANCING REPORT TO OWNER AND TENANT. 4.0 THE VENTILATION SUBCONTRACTOR SHALL ADJUST THE AIR QUANTITIES OF UNITS AS PER DRAWINGS AND SPECIFICATIONS. 5.0 THE VENTILATION SUBCONTRACTOR SHALL VISIT THE JOB SITE TO MAKE SURE OF THE EXACT LOCATION OF NEW DUCTS, 6RILLES AND DIFFUSERS. HE SHALL ALSO SUPPLY SHOP DRAWINGS TO THE TENANT BEFORE FABRICATION AND INSTALLATION. 6.0 THE EXACT LOCATION OF GRILLES AND DIFI9JSERS SHALL BE MADE IN ACCORDANCE WITH THE LAST ISSUED REFLECTED CEILING PLAN. TO BE COORDINATE WITH ARCHITECT. 1.0 WHEN REQUIRED, SMOKE DETECTORS SHALL BE SUPPLIED AND INSTALLED BY VENTILATION SUBCONTRACTOR. 8.0 THE VENTILATION SUBCONTRACTOR SHALL VERIFY AND REPAIR THE EXISTING DUCTS INDICATED ON DRAWINGS. INCLUDING ACOUSTICAL AND THERMAL INSULATION. 410 NEW DUCTS SHALL BE MADE OF GALVANIZED STEEL SHEET. CONNECTIONS AND INSTALLATION INCLUDING JOINTS AND ANCHOR GAGES AS PER ASHRAE/SMAGNA REQUIREMENTS. DIMENSIONS INDICATED ON DRAWINGS ARE INTERNAL DIMENSIONS. 10.0 MANUFACTURED FLEXIBLE DUCTS FROM "SIMPLEFLEX" OF A MAXIMUM OF FIVE (5) FEET (I500mm) IN LENGTH, TO BE INSTALLED AT THE INLET OF AIR TERMINAL UNITS, DIFFUSERS, ETC. 11.0 THE TENANT SHALL INDICATE TO THE VENTILATION SUBCONTRACTOR, THE EXACT NEW LOCATION OF THE EXISTING THERMOSTAT. ALL CONTROLS COMPONENTS SHALL BE VERIFIED. 12.0 WHEN REQUIRED, INSTALL FIRE DAMPERS WHERE INDICATED ON DRAWINGS. FIRE DAMPERS IN ACCORDANCE P11114 NFPA -'IOA TOB STANDARDS. ULG LISTED. a. RECTANGULAR DUCTS: RECTANGULAR COLLAR , TYPE 13' WITH 140 AIR STREAM INTERFERENCE. IN SPECIAL GASES WHERE VERTICAL SPACE IS LIMITED TYPE 'A' MAY BE ACCEPTABLE. b. ROUND DUCTS : CIRCULAR COLLAR, GR TYPE WITH 140 AIR STREAM INTERFERENCE. 13.0 SUPPLY AND INSTALL MANUAL DAMPERS WHERE INDICATED 014 DRAWINGS. SINGLE OR MULTIPLE BLADE DAMPERS, OPPOSED BLADE TYPE, MANUALLY ADJUSTABLE FOR AIR FLOW ADJUSTMENT, 15700 - ACOUSTICAL AND THERMAL INSULATION 1.0 GENERAL NOTES 1.1 WORK INCLUDES GENERALLY, LABOR, SUPPLY AND INSTALLATION OF ALL MATERIALS AND FQUIPMENT REQUIRED FOR THE INSULATION WORK INDICATED IN DRAWINGS AND SPECIFICATIONS. 1.1 WORK INCLUDES GENERALLY, LABOR, SUPPLY AND INSTALLATION OF ALL MATERIALS AND EQUIPMENT REQUIRED FOR THE INSULATION WORK INDICATED IN DRAWINGS AND SPECIFIGATIONS. 2.0 PLUMBING 2.1 INSTALL I" (25.4mm) THERMAL INSULATION ON DOMESTIC WATER PIPING UP TO PLUMBING FIXTURES. RESIN IMPREGNATED 64-ASS FIBER. 2.2 MOLDED FIBERGLASS BONDED WITH BAKED RESIN, WITH ALUMINUM COVERING AND OUTSIDE WHITE FINISH. MAXIMUM THERMAL CONDUCTIVITY OF 0.24 BTU- In/h- Ft' -'F (0.035W/m t) AT 152'F (24 t). JOINTS SHALL BE COVERED WITH STRIPS OF ALUMINUM FOIL, SEAL WITH VAPOR PROOF ADHESIVE. 5.0 VENTILATION 5.1 INSTALL ACOUSTICAL INSULATION WHERE REQUESTED 114 THE SPECIFICATION. FLEXIBLE INSULATION CONFORM WITH NFPA '10, 2 Ib/ft° (32 KG, /m°) OF DENSITY FOR I /2" (I3mrn) THICKNESS AND 15 lb/Pt° (244.03 KG /m ) FOR OTHER THICKNESS. COVER SIDE EXPOSED TO AIR STREAM WITH SLACK CANVAS. 32. INSTALL ACOUSTICAL INSULATION ON HVAG UNITS SUPPLY DUCT FOR TEN (10) FEET (3m) IN LENGTH. 3.3 INSTALL ACOUSTICAL INSULATION ON HVAG UNITS RETURN DUCT FOR TEN (10) PEST (3m) IN LENGTH FROM UNITS. 34 INSTALL THERMAL INSULATION WHERE REQUESTED IN THE SPECIFICATION. RIGID FIBERGLASS BLANKET OF 31b/ft° (48KG /m8) OF DENSITY, MAXIMUM CONDUCTIVITY OF 0.23 BTU- tn/h- Ft = -'F (0.05311/m'G) AT 15.2.F (24 G) WITH TYPE RFFRK VAPOR BARRIER. 35 INSTALL THERMAL INSULATION ON ALL TOILET EXHAUST AIR DUCTS WHEN CONNECTED TO AIR EXHAUSTS. 1- COOLING OA 08 COOLING IA DB • HEATING OA • ROOF U- FACTOR ▪ LIGHT DIVERS VAV MIN AIR • LTS- SURFACE • %LtS- SURFACE ▪ WALL.AREA • 'H, ROOF TO SPACE PEOPLE SEWS HEAT SENSIBLE. HEAT GAIN PEOPLE. VENTILATION ROOF LOAD LT$- SURFACE US-RECESSED MLEiC LOAD WALL LOA? Ole ALDO South canter Mall Seatt'e, WA 2350 SQUARE FEET A :BHRAE DESIGN CONDITIONS 75 285 250 COOLING OA W'B COALING IA W8 HEATING IA LTS-RECESSED %LTS- RECESSED MISC. WATTS SQ FT/PERSON NO OF PEOPLE WALL U- FACTOR PEOPLE LATENT COOLING LOAD SUMMARY 7833 0 0 11644 '15659 10239 0 TOTAL SEWSILILE 45375 TOTAL COOLING LOAD SENSUTOTAL RATIO NOMINAL CM (15 DEG F OFF) a- SU1PPLY AIR TEMP TEMPERATURE DIFFERENCE SENSIBLE HEAT•GAIM VEI'1TLLATION ROOF LOAD WALL. LOAD TOTAL SENSIt ILE LATENT} E.AT GAIN PEOP LE VENTILATION 70% TO SPACE 100' TO SPACE 70'3ti TO SPACE TOTAL LATENT • 5164:2 BTUH E18 +HG, 22Lt2 'C FM DEG F 1.8 DEG F HEATING LOAD SUMMARY 0 0 0 LATENT HEAT GAIN VENTILATION ION TOTAL LATENT TOTAL HEATING LOAD NOMINAL KW ELEC HEAT MINIMUM KW ELEC HEAT (EASED ON 20 DEG F RISE 63 70 200 6267 0 6287 0 BTUH 0 KW 2 KW VAV MIN AIDE) 0 0 5W /SQFi" 0.98 CFM /SQ FT 22 BTUH /SQ FT 4.3 TONS - 546SQF/TON LEGEND CP 1 �k f GPM Maw" dam. ELBOW WITH TURNING VANES SUPPLY DUCT RETURN OR EXHAUST DUCT TAKE -OFF WITH BOOTH MANUEL DAMPER TRANSFORMATION PROM RECTANGULAR DUCT TO FLEXIBLE DUCT ELECTRICAL COIL THERMOSTAT VENTILATION GRILLE TYPE CUBIC FEET PER MINUTE CUBIC FEET PER MINUTE DUCT TO BE DEMOLISHED REVISION X10:? bD l4(3 RECEIVED JUL 13 2012 PERMIT CENTER R: \ALDO\.Jitch \2012.Pro jects \12. 3243. SouthcenterMall .Settle.WA \12.3243.M2.dwg ALDO DATE EMIS /ISSUED MAY 01, 2012 ALDO / SAJO / L.L., BID 4 PERMIT JUNE 04, 2012 ISSUED FOR CONSTRUCTION JUNE 2S, 2012 ISSUED FOR SITE CONDITION JJLY 12, 2012 ISSUED FOR SITE CONDITION (2ND RD) PRINT DATE 2012 -07 -12 5 4 3 2 2012- 01-10 PER LANDLORD COMMENT 2012 -06 -28 PER FIELD CONDITIONS 2012 -05-30 PER SAJO COMMENTS 2012 - 05-30 PER LANDLORD COMMENTS 2012- 05-2cl PER ALDO COMMENTS NO. DATE REVISION THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ALDO GROUP AND ITS ASSOCIATED COMPANIES TO EXPLAIN THE LAYOUT AND SERNCES REQUIREMENTS FOR THE TRADE FIXTURES OR TO EXPLAIN COMPANY CONSTRUCTION STANDARDS. ALL DIMENSIONS SHALL BE VERIFIED ON SITE ALL ERRORS AND DISCREPANCIES SHALL BE REPORTED TO THE OVER BEFORE PROCEEDING WITH THE WORK. NO DIMENSIONS SHOULD BE MEASURED ON THE DRAWING. DIMENSIONS AND AREAS ON THIS DRAWING ARE FOR INFORMATION ONLY d p c e don penn • consulting engineer 635 Westport Parkway Suite 300 Grapevine, Texas 76051 Phone: 817-410-2858 Fax: 817-251-8411 ALDO G R O UP E 2300 EMILE- BELANGER, MONTREAL QUEBEC, CANADA, H4R 3J4 TEL.: (514) 747 -2536 FAX: (514) 747 -6504 PROJET /PROJECT: ALDO SOUTHCENT1R INESTF I ELP SEATTLE, INASHIN&TON TITRE /TITLE: MECHANICAS. SPECIFICATIONS PROJET NO. /PROJECT NO. 2161 ECHELLE /SCALE: .40 am DESSINE /DRAWN: DA VERIFIE /CHECKED: BH CONCEPT, ANNEE /YEAR: AAO6 PAGE: 1 ±2 GENERAL PLUMBING NOTES I. ALL PLUM13IN6 INSTALLATIONS SHALL COMPLY WITH STATE AND LOCAL GODES. 2. PLUMBING CONTRACTOR SHALL MAKE CORRECTIONS IF WATER SUPPLY AND DRAINAGE FOR THE BUILDING ARE Rte. a INSTALL ALL THREADED GLEANOUT PLUGS WITH PIPE DOPE TO ALLOW EASY REMOVAL IN THE FUTURE. 4. IT WILL BE THE RESPONSIBILITY OF THE PLUMBING CONTRACTOR TO INSURE THAT ITEMS TO BE FURNISHED UNDER PLUMBING CONTRACT WILL FIT THE SPADE AVAILABLE - PLUMBING CONTRACTOR SHALL MAKE NECESSARY FIELD MEASUREMENTS TO ASCERTAIN SPACE REQUIREMENTS, INGLUDIN6 THOSE FOR CONNECTIONS AND SHALL FURNISH AND INSTALL SUCH SIZES AND SHAPES OF EQUIPMENT THAT ARE 11E TRUE INTENT OF THE DRAWINGS AND SPECIFICATIONS. 5. GENERAL CONTRACTOR SHALL PROVIDE ALL OPENINGS IN WALLS, FLOORS, AND ROOF WITH EACH CONTRACTOR RESPONSIBLE FOR VERIFYING LOCATION AND SIZES OP ALL OPENINGS REQUIRED UNDER HIS CONTRACT, UNLESS NOTED OTHERWISE ON THE PLANS. 6. PLUMBING CONTRACTOR SHALL PROVIDE PRESSURE REDUCING VALVE, SWEAT TYPE, 80-60 P5I6 D15GNARSE RANEE WERE REQUIRED BY LOCAL CODES. 1 ALL PLUMBING FIXTURES SHALL EE NEATLY CAULKED WITH SILICONE COMPOUND WHERE FIXTURE MAT'S WALL. 6. PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ELECTRICAL AND CONTROL CONNECTIONS TO PLUMBING EQUIPMENT WITH THE ELECTRICAL CONTRACTOR SEE PLANS FOR LOCATIONS OF JUNCTION BOXES, DISCONNECTS, AND CIRCUIT BREAKERS (PANEL BOARDS). TYPE, SIZE AND NUMBER OF CONDUCTORS AND CONDUITS TO EQUIPMENT SHALL BE COORDINATED WITH 4 VERIFIED BY THE ELECTRICAL CONTRACTOR. IN CASE OF PLUMBING EQUIPMENT CONNECTION TO A CIRCUIT BREAKER, THE RIMER AND SIZE OF CONDUCTORS AND CONDUIT SHALL CONFORM TO THE LATEST NATIONAL ELECTRICAL GODS REGULATIONS. ALL MOTOR STARTERS, SWITCHES, CONTROL DEVICES, ETC., PROVIDED BY THIS CONTRACTOR SHALL BE RECESSED IN 11E WALLS, EXCEPT WHERE THESE ITEMS ARE LOCATED IN MECHANICAL ROOMS. PROVIDE NAMEPLATES FOR ALL EQUIPMENT', SWITCHES, CONTROL DEVICES, ETC. 9. PLUMBING CONTRACTOR SHALL SUPPLY AND INSTALL SAS PIPING IF SHOWN ON PLANS. ALL 6AS PIPING SHALL COMPLY WITH LOCAL CODES. PUJMBING CONTRACTOR SHALL MAKE FINAL CONNECTIONS TO ALL EQUIPMENT. INSTALL REGULATORS AT EQUIPMENT WHERE REQUIRED BY MANUFACTURER OR GUTS SUPPLIED EY FURNISHING CONTRACTOR. 10. PLUMBING CONTRACTOR SHALL INSTALL SHOCK ABSORBERS AT PLACES INDICATED ON THE PLANS AND RISER DIAGRAM. SHOCK ABSORBERS SHALL BE PDI APPROVED. II. AU. U■DERSROUND DRAINAGE, WASTE AND VENT PIPE SHALL BE CAST IRON OR AS ALLOWED BY LOCAL CODES. ALL ABOVE GROUND DRAINAGE, WASTE AND VENT PIPE SHALL BE CAST IRON OR AS ALLOWED BY LOCAL DOPES. NO PLASTIC PIPING ALLOWED. 12. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR APPROVED FLOOR PLAN AND DIMIsIONS DO NOT SCALE PLUMBING DRAWINGS. I3. CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING CONDENSATE DRAIN PIPING. ON AIR. HANDLING UNITS. COORDINATE WORK WITH MECHANICAL CONTRACTOR. 14. CONTRACTOR SHALL INSTALL WATER PIPING SO THAT PIPE ,JOINTS ARE NOT UNDER FLOOR SLAB. 15. PIPE INSULATION SHALL BE CONTINUOUS THROUGH WALLS OR FLOOR 16. CONTRACTOR SHALL. TEST SOL, WASTE AND VENT SYSTEMS WITH DINT. ALL MECHANICAL SYSTEM SHALL BE RUNNING WHILE TfE TESTS ARE BEING MADE. CONTRACTOR SHALL KNISH A CERTIFICATE OF COMPLIANCE AND ACCEPTANCE OF THESE TESTS. IT. CONTRACTOR SHALL INSULATE ALL UNDER SLAB HOT WATER PIPING WITH I" RIGID URETHANE FOAM INSULATION AND I" CLOSED DELL RUBBER INSULATION, WITH FIRE RETARDANT COATING ON ALL HOT WATER AND RE11 N5 LINES ABOVE SLAB. INSULATE ALL GOLD WATER LINES ABOVE SLAB WITH I/2" CLOSED GEU. RUBBER RETARDANT INSULATION. 18. ANY DEVIATIONS FROM SPECIFIED PLUMBING FIXTURES AND TRIM IN FIXTURE SCHEDULE SHALL BE APPROVED PRIOR TO SUBMITTAL FROM THE ALDO'S PROJECT MANAGER. ALL INDIRECT WASTE LINES SHALL HAVE A MINIMUM OF 2" VERTICAL AIR GAP AT FLOOR SINK, DRAIN OR HUB. FLOOR SINKS, DRAINS OR HUBS SHALL EXTEND A MINIMUM 1' ABOVE FINISHED FLOOR WHEN SERVING INDIRECT DRAINS. 20. VACUUM BREAKERS SHALL BE INSTALLED ON ALL HOSE 81BBS AND HYDRANTS. VACUUM 13REAKERSBACK FLOW PRE1/ENTORS TO BE INSTALLED AT ANY POINT WHERE THERE 15 DANGER OF THE NON POTABLE WATER SYSTEM DOMING IN CONTACT WITH THE PORTABLE WATER SYSTEM OR ANY DANGER OF BACK FLOW. COORDINATE WITH LOCAL INSPECTOR. 21. ALL PLUMEIN6 WORK SHALL BE COORDINATED WITH OTHER PROJECT CONTRACTORS BEFORE INSTALLATION. 22. USE TYPE °K' SOFT DRAWN COPPER UNDER SLAB. 23. ALL WATER DISTRIBUTION PIPE ABOVE GROUND SHALL BE COPPER OR COPPER ALLOY TUBING. PLUMBING FIXTURE SCHEDULE PLAN MARK MANUFACTURER MODEL NUMBER NOTES KC AMERICAN STANDARD #2168.100 C/M SUPPLY PIPING, ANGLE VALVE, WALL FLANGE AND FLEXIBLE RISER. (ZURN al- 8625 -CR LK) `.EAT OLSONITE #46SSTL LAV AMERICAN STANDARD #0556.421 FAUCET SHALL EE LEVER OR PUSH TYPE, SELF CLOSING FAUCETS SHALL REMAIN ON FOR AT LEAST 10 SECONDS. FD ZURN ZXN- 211 -BF -P NH A.O. SMITH DEL-6 6 GA STORAGE CAPACITY, 15 KW INPUT, 208V. ELECTRIC WATER HEATER M5 FIAT MSB -2424 24x24x10 MOLDED STONE FLOOR MTD. MOP SINK, DF OASIS PRAM I20V, 4O014 TP PPP INC. *PR-500 FULLY AUTOMATIC, ALL BRASS TRAP PRIMA VALVE, ACTIVATED BY A DROP IN BUILDING WATER PRESSURE, NO AJUSTMENT REQUIRED, MODEL PRIME -RITE FOR 1 TO 4 TRAPS WITH DISTRIBUTION INUIT. MUST BE INSTALLED ON A FRESH GOLD WATER LINE OF 11/2" DIAMETER OR LESS, AS INDICATED ON DRAWINGS, OR REQUIRED BY PLUMBING CODE. PROVIDE BALL VALVE. UNION VACUUM RELIEF VAVLE (VALVE AND TEE ABOVE WATER HEATED 6 GALLON WATER HEATER ABOVE TOILET CEILING. PROVIDE 3" DEEP 6ALV PAN W/SOLDEIEO SEAMS. TACO GX -I5 EXPANSION TANK, FDA AND ASME APPROVED FOR POTABLE WATER TERMINATE INDIRECTLY INTO MOP SINK ROUTE AUX. DRAIN TO MOP SINK. WATER NEATER T 4 P AND DRAIN PAN CANNOT CAUSE TRIPPING HAZARD. VERIFY EXACT LOCATION IN FIELD. 38" SUPPLY WITH STOP (TYP) PROVIDE 12" CHAMBER (TYP) i DF TO TRAP PRIM GONNEG1ION AT FD LAV C2--) WATER RISER DIAGRAM CHECK VALVE Ir- VACUUM RELIEF VALVE J\r STEEL TONIC STRAP SHALL BE 2' WIDE 22 GAUGE SHEET METAL, FASTEN TO WALL W/ (2JI /4' DIA. x 2' SCREWS AT 1 EACH END. PROVIDE BLOCKING IN WALL. DRAIN VALVE WITH VACUUM BREAKER DRAIN PAN TO MOP SINK CEILING/STRUCTURE OF TOILET ROOM J REFER TO SPECIFICATIONS AND PLUMBING FIXTURE SCHEDULE. PIPING ARRANGEMENT SHOWN 15 SCHEMATIC. ADJUST TO SUIT FIELD CONDITIONS. REFER TO FLOOR PLAN FOR PIPE SIZES. SET WATER HEATER THERMOSTAT AT 120 DEGREES FAHRENHEIT. PROVIDE SEISMIC STRAP OR WAGING AND FLEXIBLE CONNECTORS TO WATER AND CONNECTIONS IF /AS REQUIRED BY LOCAL AUTHORITIES. INLINE EXPANSION TANK WATER HEATER 3/4" DNN COPPER 1EMPJPRESSURE RELIEF VALVE TO MOP SINK BELOW STEEL. TONIC STRAP ANCHOR TO WALL TYPICAL. WALL HEAT TRAP S" DEEP DRAIN PAN WATER HEATER DETAIL SCALE: NOT TO SCALE EXTEND 3" VENT TO EXISTING SYSTEM, VERIFY EXACT LOCATION EXTEND 4' SS TO EXISTING SYSTEM, VERIFY EXACT LOCATION, FLOW AND DEPTH. (`1 5.> 11 50 N 3 "FD W /TRAP PRIMER LAV WGO WASTE RISER DIAGRAM SCALE: N.T.S. CONNECT 4" S5 TO EXISTING 4 "- ---"-' SANITARY SYSTEM. VERIFY EXACT LOCATION, FLOW AND DEPTH. 'r FD PLUMBING PLAN SCALE: 1/4„ = REVISION N0:?- RECEIVED JUL 13 2012 PEP ENTER ALDO DATE EMIS /ISSUED MAY 01, 2012 ALDO 1 SA-10 1 L.L., BID 4 PERMIT R: \ ALDO\ Ditch\ 2012. Projects\ 12. 3243. SouthcenterMoll .Settle.WA \12.3243.P1.dwg JUNE 04, 2012 ISSUED FOR CONSTRUCTION JUNE 25, 2012 ISSUED FOR SITE CONDITION JULY 12, 2012 ISSUED FOR SITE CONDITION (2ND RD) PRINT DATE 2012 -07 -12 5 2012 -01 -10 PER LANDLORD COMMENT 4 2012 -06 -28 PER FIELD CONDITIONS 3 2012 -05-30 PER SA..10 COMMENTS 2 2012 -05-30 • PER LANDLORD COMMENTS 1 2012- 05 -241 PER ALDO COMMENTS NO. DATE REVISION THIS DRAINING HAS BEEN PREPARED FOR THE EXCWSIVE USE OF THE ALDO GROUP AND ITS ASSOCIATED COMPANIES TO EXPLAIN THE LAYOUT AND SERVICES REQUIREMENTS FOR THE TRADE FIXTURES OR TO EXPLAIN COMPANY CONSTRUCTION STANDARDS. ALL DIMENSIONS SHALL BE VERIFIED ON Sii'E. ALL ERRORS AND DISCREPANCIES SHALL BE REPORTED TO THE OWNER BEFORE PROCEEDING WITH 1HE WORK. NO DIMENSIONS SHOULD BE MEASURED ON THE DRAWING. DIMENSIONS AND AREAS ON THIS DRAWING ARE FOR INFORMATION ONLY d p e don penn • Consulting engineer 635 Westport Parkway Suite 300 Grapevine, Texas 76051 Phone: 817- 410 -2858 Fax: 817-251-8411 ALDO G R O U P E 2300 EMILE- BELANGER, MONTREAL QUEBEC, CANADA, H4R 3J4 TEL.: (514) 747 -2536 FAX: (514) 747 -6504 PROJET /PROJECT: ALDO SOUTHGENTER WESTF I EL D SEATTLE, WASH I NGTON TITRE /TITLE: PLUMBING PLAN PROJET NO. /PROJECT 140. 2161 DESSINE /DRAWN: DA ECHELLE /SCALE: VERIFIE /CHECKED: BH CONCEPT, ANNEE /YEAR: AA06 PAGE: P -I A 26.. A 21 A 21 A ,...22� A 24- H PROVIDE MEANS OF DISCONNECT — AND ASSOCIATED ELECTRICAL FOR TANK TYPE WATER HEATER ABOVE TOILET ROOM ■ A T-STAT 46' AFI A 16,18,20 14 — EXISTING. MEANS OF :DISCONNECT MR FP -I WITH INTEGRAL 3 KW HEAT- S,TRIP...TG!.R 1N- GIRCULT.. : INDICATED CIRCUIT VIA TIMEGLOGK; ADO I CIRCUIT VIA TIP'ECL.OGK ELECTRICAL Di5TRIBUT1011, EQUIPMENT. REFER/TO SHEET E-2 FOR FURTHER COORDINATION PUSHBUTTON 22 1 ELECTRICAL /LIGHTING PLAN SCALE: 1/4" = 1' -0" 21 NOTES BY SYMBOL PROVIDE JUNCTION BOX, DISCONNECT AND CIRCUIT FOR TENANT SI6NASE. CIRCUIT VIA TfMECLOGK. PROVIDE AND INSTALL 120 V DUPLEX OUTLET MOUNTED IN CEILING PER N.E.G. SUPPORT OUTLET AND BOX FROM STRUCTURE. COORDINATE EXACT LOCATION IN FIELD, REFER TO DETAIL 3/E 3 FOR GASHMAP AND BAGKNIRAP CIRCUITING AND ADDITIONAL INFORMATION. SWITCH CONTROL LOCATION. T.G. .6 TO PROVIDE ALL LABOR AND MATERIALS INCLUDING BUT NOT LIMITED TO MECHANICALLY HELD CONTACTORS, ENCLOSURES, CONDUCTORS, ETC. FOR CONTROL OF STORE LIGHTING. GONTAGTOR(5) SHAU. BE SAl)M 'P' TYPE L CONTACTORS OR EQUAL. REFER TO PANEL SCHEDULE FOR WEER OF POLES REQUIRED. TRAFFIC GotR41ER PREWIRIN6 REQUIREMENTS: I- PREWIRIN6 IS REQUIRED FOR TRAFFIC COUNTER EQUIPMENT. 2 -CABLE SPECIFICATION: GAT -5 SHIELDED, TWISTED PAIR. S- LENGTH OF GABLE TO SPAN FROM ACCESS PANEL AT STOREFRONT BULKHEAD TO GASH COUNTER. FRovIDE 20 FEET OF EXTRA LENGTH AT THE STOREFRONT AND 10 FEET OF EXTRA LENGTH AT THE CASH AREA. 4-114iS GABLE MUST BE IDENTIFIED BY A RED TAPE AT EIi1$R END SO THAT THE TRAFFIC COUNTER INSTALLERS MAY FIND IT EASILY TO COMPLETE THE INSTALLATION. THIS WILL BE VERIFIED AT PUNCH WALK THROUGH. ONE ELECTRICAL OUTLET FOR SOUND SYSTEM MOUNTED HORIZONTALLY AT 51-b" ABOVE FINISHED FLOOR THE SECOND OUTLET MOUNTED AT 4' -011 ABOVE FINISHED FLOOR. ALL REMAINING OUTLETS TO BE MOUNTED AT 5'-6' ABOVE FINISHED FLOOR. "BLACK CABINET': PROVIDE AND INSTALL (I) DUPLEX OUTLET AT SHELF BY ELECTRICAL PANEL(S) AT 7'-O' APP. 64. TO INSTALL BLACK CABINET HORIZONTALLY BESIDE ELEGTRIGAL PANEL. BLACK CABINET 15 SUPPLIED BY ALDO IT DEPARTMENT AND HL.. BE SHIPPED TO THE SITE. ALL CATS GABLES: FRONT GASH COUNTER AND FIND SYSTEMS TO BE BROUGHT BACK TO THE BLACK. CABINET. REFER TO DETAIL DATA/TELEPHONE EQUIPMENT ON SHEET E-3. EXIT/EMERGENCY LIGHTING TO BE CONNECTED TO LOCAL GIRCUJIT AHEAD OF ANY LOCAL SWITCHES OR TIMEGLOGKS. NOT USED 014 THIS PRO.ECT. PROVIDE MEANS OF DISCONNECT FOR BLADE SIGN ABOVE GASHWRAP. CIRCUIT VIA GONTAGTOR RECESSED FLOOR BOX WITH DUPLEX RECEPTACLE FOR FIXTURE LIGHTING CONNECTION. PROVIDE S/4' CONDUIT WITH *12 THAN TO WAIL VIA TRENCH/CORE DRILL. CIRCUIT AS INDICATED. PROVIDE (5) CATS FOR FIND SYSTEM. S.C. TO BRING CONDUIT WITH (5) LOSE CATS GABLES WITH 4' EXTRA ROLLED UP AT ALCOVE. ELECTRICIAN TO PROVIDE AND OUTLET AT 5'-O' AFP NEXT TO CATS BOX, PROVIDE (I) CATS FOR FIND SYSTEM. 6.G. TO BRING CONDUIT WITH (I) LOSE CATS GABLE WITH 20' -0` ROLLED UP IN BOTTOM OF ARMOIRE. CEILING, MOUNTED TYPE OCCUPANCY SENSOR TO CONTROL LIGHTING WITHIN THIS SPACE. SENSOR SHALL HAVE A MAXIMUM DELAY SETTING OF 30 MINUTES. ...A 21 LIGHTING SWITCH BANK :0: O 'b' 5 'd' 1 NOTE: SWITCH CONTROL LOCATION. REFER TO 5HEET E2 ELECTRICAL PANEL SCHEDULE FOR humeeR OF POLES REQUIRED. SWITCHES SHALL BE INSTALLED BETWEEN STUDS. MAKE (MORE) ROWS IF NECESSARY. DO NOT CUT STUDS TO ACCOMMODATE A SINGLE ROW OF SWITCHES. ALL CONTROL DEVICES FOR LIGHT, POWER, HEAT, ALARMS, ETC. SHALL BE MOUNTED NO HIGHER THAN 48` FROM THE FLOOR REFER TO PLAN ON THIS SHEET TO COORDINATE SWITCHING OF GENERAL LIGHTING. SWITCH AS INDICATED 'a' b' 'c' $ 'd'. REFER TO DETAIL ON SHEET E2 FOR FURTHER COORDINATION. . IMPORTANT: T.G.G. SHALL CONNECT ENER6ENGY/NI6HT LIGHTING TO LOCAL CIRCUIT ON UNSWITGHED LEG. A CIRCUIT VIA 13 TIMEGLOGK REVISION N0. ? bl:L\46 SEP drs � RECEIVED JUL 13 2012 PERMIT CENTER R: \ALDO \Ditch\ 2012. Projects \12. 3243. SouthcenterMalI .5ettle.WA \12.3243.0.dwg ALSO DATE EMIS /ISSUED MAY 01, 2012 ALDO / 5A-10 / LL., BID 4 PERMIT .TUNE 04, 2012 ISSUED FOR CONSTRUCTION JUNE 25, 2012 ISSUED FOR SITE CONDITION JULY 12, 2012 ISSUED FOR SITE CONDITION (2ND RD) PRINT DATE 2012 -07 -12 5 4 5 2 2012 -01 -10 PER LANDLORD COMMENT 2012 -06 -26 PER FIELD CONDITIONS 2012-05 -50 PER SAJO COMMENTS 2012 -05-50 PER LANDLORD COMMENTS 1 2012 -05 -24 PER ALDO COMMENTS NO. DATE REVISION THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ALDO GROUP AND ITS ASSOCIATED COMPANIES TO EXPLAIN THE LAYOUT AND SERVICES REQUIREMENTS FOR THE TRADE FIXTURES OR TO EXPLAIN COMPANY CONSTRUCTION STANDARDS. ALL DIMENSIONS SHALL BE VERIFIED ON SITE ALL ERRORS AND DISCREPANCIES SHAU. BE REPORTED TO THE OMER BEFORE PROCEEDING WITH THE WORK. NO DIMENSIONS SHOULD BE MEASURED ON THE DRAWING. DIMENSIONS AND AREAS ON THIS DRAWING ARE FOR INFORMATION ONLY d P e don penn • consulting engineer 635 Westport Parkway Suite 300 Grapevine, Texas 76051 Phone: 817- 410 -2858 Fax: 817-251-8411 ALDO G R O U P E 2300 EMILE - BELANGER, MONTREAL QUEBEC, CANADA, H4R 3J4 TEL.: (514) 747 -2536 FAX: (514) 747 -6504 PROJET /PROJECT: ALDO SOUTHGENTER INESTF I ELI, SEATTLE, WASHINGTON TITRE /TITLE: ELECTRICAL/ LIGHTING PLAN PROJET N0. /PROJECT NO. 2161 ECHELLE /SCALE: DESSINE /DRAWN: DA VERIFIE /CHECKED: BH CONCEPT, ANNEE /YEAR: AAO6 PAGE: ALDO ELECTRICAL LEGEND — 2006 ISSUED: MARCH, 2012 USA UGH1ING FIXTURES MAY 01, 2012 LIGHTING • FIXTURES JUNE 04, 2012 ELECTRICAL EQUIPMENT JUNE 28, 2012 SOUND EQUIPMENT NO 'TYPE DESCRIPTION MOUNTING LAPP OMSC. VOLTS MANUFACTURER MODEL REMARKS FIRM QTY NO TYPE DESCRIP110N MOUNTING LAMP DEBC. VOL1S MANUFACTURER MODEL. Rl71ARKS FINISH QTY NO TYPE DESCRIPTON QTY NO TYPE DESCRIPTION QTY !' 07- I / d / 711 1t w \`2r ', /• ��I, i%'�� / �' .� ��.�. 1 ♦ is �� ' (,� //. q QIEtt�ICY tJ0I1T SURFACE MOIINIED 1211 120 iEiEpIQl1 HME12- 150- 21 -12W 150Y 120/277 vAC. 121A1C BATTERY IIiIT c/w 2x1211 HEADS 2 36 COIINrT1 DICE DUPIJ:X OU11 ET 2DI1 -TIDY AT 12" AF.F. (IRdFSS o1NETNIMSE NOTED) BY "�CORA sue', MHTE 44 .. CANTON PWS X, COL lE . FOR WALL USE TCNIO iITT X MAW 1 NE/SPEAKER ' .7 "n r+<T j�� � /T ►''T I,"^'''� �' , 4r.,..: , al 1' � I . • .. �/ ' r �' ' � (/ a 1 1 1 1 ; I �'' "} . ' 1 � • " 1 "�;+ 11 I r.' , t ' �� •r •�1'1. .1' �, •�'rl..,'a, �l: � f > � J �"'' +�+���. �V-, . i,.,, /! . .,.��,'►...,, �J' 7 .. i 71717 r; I -;Tf, : ; t ' ,�`1� �: �' P" � �+ O;L,t:.l. :;a, ,.all`s,+; nr,r -r +r 1 ; ,1' a �7, 1 1' r ,'I a r� / � � � r 1"- 1,,,r,�j,� '.✓ '' �''• ,/ / / / I � � / / I / � � '� Fo/ I� , ' r 7� r, �ll. � 1M�1r'"f �I�' i11+� / ► ''.���� r a./ r ± �' 0! • .'�* 5, al :-a r '.7; a .1 a �`r 7:.]1 � , � J! r' :♦ rf r.. 111' r � � sM�4E RECEPTAaE 201► TIDY rN1H 190LA1FD c INIBBEL �!� ITAC 7L� vE ISIT 11lf I ERHU � 1��/"AMIiIV/ �1GVl �V VIf` w F1 ��f� AN >11�Li�. '•M• l • Mme• PR O QEC ANTI OISO, ANQ MIRING 0 8" A.F.F SUBw00FER M FEAtU j Y LIGHT A� Ii01NiTED 18W 120 HEIMRB ESL -12 -35-71 t-FM -1211 -H 120/277 YAC 301_ 51:1 F MMEtiEO UIMT C/IN 2x18Yf PAR 38 4 iEt EhI10l� OU]lET 5 RuSSOINm YOLINIE COHiROIER �JILIA 7..j IN Sinp�Opll x4 �I EMT S�II /1 RECESS {m�iG YOUDIT Sw 120 BF LII CL2- SA- iR- 1 -0-CR "E)0T" iwll ttiTiERS dI CLEAR « EDGELIT 120 / YAC SEI� MITE 1 A FOR ARD MICRON F - A. 5i/ MIX SPEWS, 2 CHANNELS, /AS01, S"tOCKR00M I70T SIGN UNIVERSAL MOUNT $w 120 TIE6lIlElU - sTiX SA- IR-U -w MFOiE LETAI, 120/177ANTE 3 �0 MIiATp E l'CINIROIS M1N]UE ;::;z ® SMA1N31, BAR 45 / 42NAT2 IN STOCKROOM FWO IT (2x) 2111 34'10NG + (2K) •:' 4010 + EA CH 15 MAOMURE w/ 41mOO1C BULB � CLEAR � 12o CANLYR: VERTICAL PORrABIE FafN �-P -LP$41 SNGLE SECTION WALL DISPLAY MATH (2) vER,lC11L PORTABLE ut, G, EACH F 5'RE I SUPP. EACH FBIi{RiE IS SUPPLED 1Mlii A MALE GENERAL CONTRACTOR TO SUPPLY AND INSTALL CONVINCE DUREX ENGINEER'S ACT GRAN S) ME 4 q SNGLE TOGGLE SMITCH 15111 P 120V,'DECCRA SERIES" MIME 5 pro,/ gr>viiIPAPeAlirelirOPAAIMPFItreAVAI&a. 4 A 44 ' COMPACT F�Wr0+1 1iTA AAA / LiF:C DOMNIXIIT V , (1x) 3211 120 ► 1X10PER tLNNTING , 7 . f •l•'�./ , ;V' J: r '�� �� p )j 3 '"'I III ��!' a1FIERS � 21 °' SPEAKER WRING PCMET CF ORiGIN AT 88' TIFF. ONSTAUM HORIZONTALLY) (SUPPLED AND NSTAUD by B. CTRICAl. CONTRACTOR) 1 O ® SQUARE DFFUSER N ALUNIMUN, Mt EL ASP0\31\ B12. SFRES SPD BY'PRft r OMENSiON : 24"(SALES AREA) . 121VI NOES] 5 P08- VI4?E -At BLlr& 4100' t(. N2TI +� 382 REFLECTOR, MLA 5 13 ED BY "EDWARDS' 117-4, LOCATED ON STOCKROOM ENTRANCE B12 VI/43.40Arattdi Onr/Illrergr ��• ., y�,', ' ���' r7~. /i. �� �s., � F � JAkileir:Akj / 4 ' // r �/�- �� 7' „- •: a r , I /�� � .If V f��'��� 7 IVAt / ../' . , .�Ir �r,f 1� 7�''` 'T�* r �� 1 ►f� l "Apr �11 r# 1 r 1 1 :' .: i , illrii'd Ad f' �� AO ' r /I., ' _ -w E.H. PRICE C/w O.B. WIPER MCDEL 530/PIIA �1�.A7V1�! � lt1i� 7h �1�p WM 45 DEFLECTION BIADElr O EER DRAMIN% 4 (REFER i,A11 F,,, NT (3,02111 34Y6.L + (3x) .: 1RCN E w/ ELE�CiROIMC BALLAST 410OK BULB MID CLEAR MD OVER '.Aw,�' 12o CANLYIE CFI VERTICAL PORTABLE FIXTURE (3% ALD91S1W2821 - P -LP841 DOUBLE SECTION WALL DISPLAY MATH (3) YERiICAL PORTABLE LK4t1M ' EACH 11XitIiE LS SUPPLIED MATH A MALE PLUG -IN 8*-0'k. CORD. KNOW. CONTRACTOR TO SUPPLY AND INSTALL COiIVENCE DUPLEX CUREi(S) AS PER ENGINEER'S OfC11RICAL. CRAVINGS MITE 2 4F 0 TED A WICICSTORE ENTRANCE B1i22 , BY �BOq, LOClI T 1 ELECTENICN PANEL (SEE ENGItE1R QRAMIlLGS) r '''� 'tir ' ,IM,1�.. Q fr 1 f • 1]s 1 1 ...`n �I �'�Ir , 27 �" �. 45 © • 1ME tWcK BY 'PARAGON* 17007 -0 CR EQIAVMEIR 1 �..r./i. PTPT!!, 11 r o ,�' 71� M a:..� �iiri r �% • s . /. =" ,r i1�' F ' 1' // 10rAt ,�►dripv,jr Amte I 7 " X11• �'� ,�r A r :;x���l � I 7: '''} " r0F44•'',^1"' kALf rAl ea ` 4r4r x17141'' �� � r�� 1 1� :.'"Y"' 1 : . ,t�'JyJ�W �1�3 l�ii% I:� drAt . . .ii.� /` ��I /..% r, y� .A17 r.1Prt IIAlPr 1 f"�It!�! • .,'�1 ' r�'�1'' /% %///'/�'''/� '* r' 1 i. A41,- . A n r„� Awe a/ N • Fi UOI NT (44 21W 34"IANG + (4x) 2811 MM. EACH 15 MATURE FIXtLI� W/ ELECTRONIC BALLAST 410011 BULB AND CI AR TUBEGU OVER Low 120 CARVE CET VERTICAL PORTABLE MOUE 44 ALDOiSMII28'11 - P -LP841 j'_ ' 7 17 N ". TRIPLE SECDON WALL DISPLAY iM1H (4) NR'i1CAl. PORTABLE 1K1I11ING. EACH =RE IS SUPPLED NTH A MALE PLUG-IN !r -0'l. CORD. GENERAL CONTRACTOR TO SUPPLY AND INSTALL COMMENCE DUPLEX OUTLE10) AS PER ENI EER'S ELECTRICAL DRAMS ' ^�• , r; ', ' .�+,, ✓ 1 f r • 1 1' ,._J� 4A ME % �� 5 n SIGN IAINCTICti BOX (SEE SON SPECS.) '4. iA� 0 • LRN.ThIE LARGE SIMPLE: NERAiIIC MEIN. WINE RECE ..r• (1) 39 WATT PAR 30 OM 120 SYSIE MAU1X 8210- 1MH35- 120-01 1TNH MUL -210C PLASTER AND 8211-01 CROSS BAFFLE 400014 0 SRAM SILVANIA ONLY, 3G FLOOD FERIRES NTH CAERE 10 BE USED FOR FLOOR UNITS 01N.Y MITE 5 10 C,p ��,/y,,/1�1 MICRON BOX STOREFRONT FWOR SONT FIXTURE - TO BE iZ 10 MM.TIPLE LARGE 1 CERALIC METAL HALM RECESS (2) 39 WATT PM 30 CM 120 SYSTEMALUX 8220 -7 835- 120-01 MUM MUI -2200 PEA IR MD 8211 -01 CROSS _ FIX M1H SIRE TO BE USED FOR FLOOR Mi#1E to • • /r.��i.iY I.r /� i� 13 i,.M'1�`/r�„� .L •.J�N:.r� SIRE METAL HMLOE 7. r a.�: �� , ' �. rei 7 t � .. 7 r N�� MERLIN / : <I •• �� !; �� a' %/mil' "''✓ , :� T��' s ,I ?r :,•;.�,a•: C13Sit 1- 3S- T4XMf8,8 -E-WT i20 -FL-WT �' �r'r l -, � 1 1 �; a l � r 1. '�M � r .'�r •�► r ). r ral '1"7 l'�I� j' �' FOR CEILING BEiMEE N 8feet & 143eet r r /I I 1 1 1 r 21 1 / �- P—PWV;,VV4V 1/ ' -�- RIFPHOW OUiIPT FOR ALARM RJ31X ED To , (1) 39 WATT Tffy 4M000K 120 �'� ..'I .a 1 Ti 1. 7 1!7 1 := 1r' re �� r �T F 1x w x 100K i20 FCI TIT 1OilAIUTiE1VABLE DIFFUSER LENSi» CATIE 'END TO or MILER caw= G.Cr TO SUPPLY & INSTALL FLOOR CUTLET AS PER ENGIEfR'S E1EC1RICAL ORAMIIOS MATTE • a 80 3K01 5R 1 FLOOR BOX MOH DUP.FJX RECEPTACLE, 20A-120V FOR PING N DISPLAY TABLES MN AUMNUM FNSHED FLIP LID COI4DI PLATE AND BO) LEW ELECTRIC, CAT SMLM- 2IR-A, OR APPROVED CAIN, CONTRACTOR SHALL MEASURE FLOOR CANNY TO INSURE PROPER FITTING 4 14 I4'1+1 DOME METAL mum RECESSED (2) 38 WATT Tor GUMS BASE 4000K 120 MGM MR-2-3944M -E-WT- 120 -FL-wT FL's FROSTEED LENSE FOR CExNG BEIMETOi duet do 14teet 12 31 5rr�r�� FEUD IT • (i 1 �w ►2 DISPLAY FURNEURE rr •1' (1x) 21W 75 4100K R► � I I 120 /'r FONT 1 1: MI1Al11AE 'STAR MN(' M1H BECTRONIC ,�'ili wJ.,r- � I a`II 1. COMPLETE M1H REMOVABLE DIFFUSER LENSE, ENE 7r taw RUM Cj•, I DDTTO Ete NITER come G.C. 10 SUPPLY 81 NSTIILL FLOOR OUTLET AS PFR man lE 'S ELECTRICAL DRAM ,� '�„�►'+i+- 'ice -t'*- �*► Nl.'�}j�� "�. f1IJ' r 7" ar \I— 7' '�'rrij � 1 ^r*,�1 MATE ' 2 I 15 fro* FLUORESCENT �A MOUNTED 2N) 2811 COOL T8 outs . F7818/941 120 lOM1ING 4T -SN- 132- 120ESB1 SPECEY * USA" FOR WILT CERIIICAI'RON', INSTALLED AT 12' -'0' AF.F. SUPPLY & INSTALL PROTECTION GRAM E STOCKROOM HEIGHT IS LESS THAN i11-0' HIGH OR NEN =MOOR IS ON Taro LBW. r� '1�1� «7''N,r ;1 'r,74,"',•'�• r 12 , � 3K0 i i 53 a COMMUNICATION BOX VITH 1 -'CAT. 5 CABLE FOR RN SITU N ALES AREA. MARE TO BE RUN DON DEMISED WALL IN CONCUR: ALLOW 10 FEET SLAOC AT 00111 ENDS MD COILED UNDER ARMOIRE BASE ,A- "--- -, . �I JI�r41 'r ' (; W� „�� voriArrewr � / ' .1.- � jer �.71 �11• I ! �<�L'/ __�1/ r � ,c r•.3: r r M' I" alay ,. y' �F,���..r�j'�f 1. 1 ±'a. /aT� f :, a 1 t 7 1' r a• rl.�. "�..F�1,� f !'i 7i'Ti • - ``Y. ,} r II 1 „y� VAT% ,' /� Arr. , �� , *''' ' (i ,� ll� �N11 li r7' T ' .I �� //i� � ' I!la � � 1"T�']•'' ,s'.:/ /' ,.�.NL�.�.�.I.1�' :�:y ,.. :Ii. .1I, t4i Aa. H1� i�s �� 111 1 s1,1Vr!4a ►7.�'.�,i.�� "7-4":7c774/41".” ,11 1 rl I "r a. ��a� : � �� /. -�� r ����� 1 I r, /� /' �� / '.3: S7 1 1 , ' ' rAPrr.r to/Ad I t .1 �. 1 V *�' 171 '' ,� J1 .,1.. rl' '.I :f17 1 : rilt,' Age' A (• I t0 •� 111 11011 120 BROAN QTR110L VOIRATI OGHT FIXTURE OOIMMATIONN N gilAurAtrA / r / 1I. , ir 17197 T'1 � ,� � � , .. x11. 1. f • , I%rx✓ ',1 :rt , ✓mil+ •."Y71'�.��.!% �- rl : , ∎iiif : r: prja 20 �i' FA iY Mr taL't�ED SW 120 BEGHEIU BOO- SE-81M RECESSED N AT. 1�20�i7 VAC, MY POWERED. r 1�. /:11: 'mil. ! , I :1 I. ,7 g i� . df'ft� f r ,� As NOTES: QUANTITIES OF ANY DISCREPANCIES 91H FOR ALARM NSTALLATWN, EXiSTNG MURES, OUTLETS, ETC. DESK IN ELECTRICAL LEGEND TO BE N EQR D ON SITE - PLEASE ADVLSE THE ALDO GROUP OF QUANMIES NOTED ON PLAN REFER TO SEPARATE DRAWN REVISION N0:? bt)--l48 F pARATE App 1ND RR0 RECEIVED JUL 13 2012 PERMIT CENTER ALSO DATE EMIS /ISSUED MAY 01, 2012 r ALDO / SAJO / L.L., 81D 4 PERMIT JUNE 04, 2012 ISSUED FOR CONSTRUCTION JUNE 28, 2012 ISSUED FOR SITE CONDITION JULY 12, 2012 ISSUED FOR SITE CONDITION (2ND RD) R: \ALDO \Jltch \2012.Projects \12. 3243. SouthcenterMall .Settle.WA \12.3243.E1A.dwg PRINT DATE 2012 -07 -12 5 2012 -01 -10 PER LANDLORD COMMENT 2012 -06 -28 PER FIELD CONDITIONS 2012 -05-50 PER SAJ0 COMMENTS 2 2012 -05-30 PER LANDLORD COMMENTS 2012 -05-24 PER ALDO COMMENTS NO DATE REVISION THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE AUTO GROUP AND ITS ASSOCIATED COMPANIES TO EXPLAIN THE LAYOUT AND SERVICES REQUIREMENTS FOR THE TRADE FIXTURES OR TO EXPLAIN COMPANY CONSTRUCTION STANDARDS. ALL DIMENSIONS SHALL BE VERIFIED ON SITE, ALL ERRORS AND DISCREPANCIES SHALL BE REPORTED TO THE OWNER BEFORE PROCEEDING WITH THE WORK. NO DIMENSIONS SHOULD BE MEASURED ON THE DRAWING. DIMENSIONS AND AREAS ON THIISSLDRAWING ARE FOR INFORMATION d p e don penn • consulting engineer 635 Westport Parkway Suite 300 Grapevine, Texas 76051 Phone: 817- 410 -2858 Fax: 817 -251 -8411 ALDO G R O U P E 2300 EMILE- BELANGER, MONTREAL QUEBEC, CANADA, H4R 3J4 TEL.: (514) 747 -2536 FAX: (514) 747 -6504 PROJET /PROJECT: ALDO SOUTHGENThR INESTFIELO SEATTLE. WASH I N&TON TITRE /TITLE: ELECTRICAL LEGEND PROJET NO. /PROJECT NO. 2167 DESSINE /DRAWN: DA ECHELLE /SCALE: VERIFIE /CHECKED: I3H CONCEPT, ANNEE /YEAR: AAO6 PAGE: E —IA ELECTRICAL SPECIFICATIONS DIVISION 16000 10 SCOPE 1.1 THE COMPLETE INSTALLATION SHAD. BE MADE IN STRICT ACCORDANCE WITH THE LANDLORD'S REQUIREMENTS. CONSULT LANDLORDS DESIGN GRITEWA. 12 THE DRAWINGS AND THE SPECIFICATIONS SHALL SE CONSIDERED ADDITIONAL TO ARCHITECT AND MECHANICAL ENGINEER'S SPECIFICATIONS. ANY DISCREPANCY OR CONTRADICTION SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINE. 1.3 ARCHITECTS 613+ERAL REQUIREMENTS ARE PART OF THIS CONTRACT. AND THEY SHALL BE APPLIED BY THE GENERAL CONTRACTOR AND SUBCONTRACTORS (ELEGTRICALTG.)• 1.4 GENERAL CONTRACTOR SHALL VISIT THE JOS SITE IN ORDER TO FAMILIARIZE HIM5ELF WITH CONDITIONS THAT CAN AFFECT HIS WORK IN ANY MASER. lTEAWEMENTS - PARTICULAR CONDIT1ONS, ETC..) NO EXTRA COST PUB TO THE IGNORANCE OF LOCAL CONDITIONS WILL BE ACCEPTED BY THE TENANT. 15 GENERAL CONTRACTOR SHALL MAKE AU.. NECESSARY CHECKING ANP ADJUSTMENTS TO COMPLY WITH THE INTENT OF SPECIFICATIONS. lb THE DRAWINGS SHOW THE APPROXIMATE LOCATION OF THE EQUIPMENT. EACH SUBCONTRACTOR SHALL VERIFY THESE LOCATIONS BEFORE INSTALLATION. 1.1 GENERAL CONTRACTOR'S TENDER SHALL INCLUDE THE COST OF ALL NECESSARY PERMITS AND CERTIFICATES, ALL DRAWINGS APPROVAL COSTS AND ALL INSPECTION COSTS REQUIRED BY AU. AUTHORITIES HAVING JURISDICTION. Ib EACH SUBCONTRACTOR SHALL COMPLETE THE WORK iN EVERY DETAIL. EVEN THOUGH NOT SHOWN ON DRAWINGS OR GALLED FOR IN THIS SPECIFICATION. LA THE ELECTRICAL TRADE PROVIDE AU. LABOR AND MATERIALS NECESSARY FOR A COMPLETE AND OPERATING ELECTRICAL SYSTEM AS INDICATED ON THE DRAWINGS. THE TRADE SHALL ALSO PROVIDE WHICH I5 OBVIOUSLY NECESSARY OR REASONABLY IMPLIED TO COMPLETE THE WORK. 1.10 ALL ELECTRICAL WORK TO BE DONE IN ACCORDANCE WITH THE NATIONAL ELECTRICAL (NEC) CODE. 1.11 ALL RU551514'S AND GARBAGE SHALL BE REMOVED FROM THE JOB SITE AT THE END OF EVERY WORKDAY. AT THE CONTRACT COMPLETION, ALL TOOLS AND EQUIPMENT SHALL BE REMOVED AND THE J08 SITE SHALL BE LEFT IN A GLEAN CONDITION.. 2.0 GUARANTEE 2.1 EACH SUBCONTRACTOR SHALL GUARANTEE HIS WORK AND INSTALLATION REGARDING HIS CONTRACT. THE ELECTRICAL CONTRACTOR SHALL REPAIR OR REPLACE, AT HIS OWN EXPENSE, ALL DEFECTS AND THIS DURING A TWELVE MONTHS PERIOD, STARTING AT THE PROVISIONAL ACCEPTANCE BY THE TENANT. AS LONG AS THE DEFECTS 15 NOT DUE TO A BAD USE OR NORMAL WEAR. 3.0 TAMS 5.1 EACH SUBCONTRACTOR. SHALL PAY ALL APPLICABLE TAXES, FOR LABOR AND MATERIAL INCLUDED IN HIS TENDER 4.0 TEMPORARY SERVICES 4.1 AU.. TEMPORARY LIGHTING MN. 200LUX WITH MH HALIDE FIXTURE) AND POWER DURING, CONSTRUCTION SHALL 5E BY GENERA. CONTRACTOR AFTER AGREEMENT WITH ELECTRICAL CONTRACTOR AND SHAD. BE TAKEN FROM EXISTING PANEL. DESERVING THE SPACE, SUPPLY VOLTAGE AND AMPS AS REQUIRED. 5.0 SHOP DRAWINGS 5.1 • PRIOR TO ORDERING, OR INSTALLING ANY EQUIPMENT SUBMIT TO ENGINEER FOR APPROVAL A MINIMUM OF TWO (2) COPIES OF SHOP DRAWINGS FOR EACH ITEM OF EQUIPMENT IF REQUESTED BY ENGINEER. CO ALTERNATE EQUIPMENT CI PROPOSAL SHALL BE BASED ON SPECIFIED EQUIPMENT AND MATERIAL. 62 PROPOSAL FOR ALTERNATE TO SPECIFICATION SHALT. INCLUDE MANUFACTURER NAME, MODEL MD COST MODIFICATION. 6.5 COST OF ANY GHANSE REQUIRED TO OTTER TRADES WORK DUE TO SUBSTITUTION OF ALTERNATE EQUIP SENT, SHALL BE INCLUDED IN THE SUBCONTRACTOR'S PROPOSAL GALLING FOR THIS SUBSTITUTION. EVEN IF THESE CHANGES APPEAR AFTER THE DEMAND FOR SUBSTITUTION. 6.4 ALTERNATE PROPOSALS WILL BE ACCEPTED OR REJECTED BEFORE CONTRACTS ARE AWARDED. NO CHANGES WILL BE ALLOWED AFTER THE CONTRACT 15 SIGNED. 1.0 IDENTIFICATION 1.1 ALL ELECTRICAL EQUIPMENT (SWITCHES, PANELS, CIRCUITS ETC.) MUST BE PROPERLY IDENTIFIED WITH LAMIGOID NAME PLATES SCREWED ON PANELS AND HAVE A TYPED DIRECTORY AND INDICATE LOAD ON EACH CIRCUIT. 8.0 GROUND 8.1 THE GROUND SHALL BE CONTINUOUS AND SHALL BE CONFORM TO NATIONAL ELECTRICAL CODE. A.0 i'UU -11416 AND .UNCTION BOXES q.I TRADE WILL PROVIDE PULLING AND J)NCT10N BOXES WITH SCREWED PLATED DOLOR MATCHED FOR WALL AND GEILIN6 FINISHES. q.2 ALL BOXES SHALL BE ACCESSIBLE. 613 BACK TO BACK BOXES WILL NOT BE ACCEPTED. 41.4 PULL BOXES SHALL BE LOCATED EVERY 100 FEET (30m) AND EVERY TWO 90 DE6. ELBOW. AS ALL SURFACE MOUNTED BOXES FOR JJHGTlON, SOCKETS, SWITCHES, FIXTURES ETG...,SHALL BE F.S. TYPE. 10.0 DRILLING 10.1 ELECTRICAL. CONTRACTOR SHALL DRILL OR CHIP THE FLOOR WHERE REQUIRED. ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL SLEEVES IN CONCRETE SLAB, WHERE REQUIRED. 102 NO ELECTRICAL OR PNSJMATIG HAMMER SHOULD BE USED. 10.5 EXISTINS CONCRETE COLUMNS ARE NOT TO BE CHANNELED OR NOTCHED. 11.0 WIRING AND CONDUIT 11.1 ALL WIRING, WILL 13E COPPER TYPE, No.I2 AWG MINIMUM, UNLESS OTHERWISE NOTED. 11.2 ALL SURFACE WIRING, SHALL BE RW-g0 TYPE IN E.M.T. CONDUIT. ALL COUPLINGS TO BE RAIN TIGHT OR GALVANIZED SET GREW TYPE. 11,3 ALL WIRING AND CONDUIT, WILL BE REGES51~D IN WALL OR Gi:ILINs, INCLUDING EXISTING ARCHITECTURAL ELEMENTS. 11.4 ALL WIRING, SHALL BE PARALLEL WITH ARCHITECTURAL LINES AND DESIGN. 119 FOR SUSPENDED CEILING, AG-A0 WIRE POR 15 FEET (4.5m) I5 ACCEPTED. MAIN WIRING TO BE RW-10 IN E.M.T. CONDUIT. 11.6 ALL EMPTY CONDUIT SHALL INCLUDE A PULLING WIRE No.I2 AJN6. - MAX. 6' -0" FLEXIBLE CONDUIT MAY BE USED FOR FIXTURE AND EQUIPMENT CONNECTIONS ONLY. PLASTIC CONDUIT 15 NOT ACCEPTED. 12.0 FIRE BARRIER 12.1 IN CASE OF GROSSING A PIKE BARRIER (FLOOR, WALL, OR CEILING) FILL GAP WITH APPROPRIATE MATERIAL. THIS MATERIAL SHALL se EFFICIENT BARRIER POR FLAME, FUME AND SAS. 15.0 EXPANSION JOINT 15.1 EACH TIME ELECTRICAL CONDUIT PASS TROUGH AN EXPANSION JOINT OF THE BUILDING, USE GALVANIZED STEEL SLIDING TYPE EXPANSION JOINT WITH CONTINUOUS COPPER GROUNDING. FLEXIBLE AT THESE LOCATIONS. 14.0 FIXTURES AND LAMPS 14.1 ELECTRICAL CONTRACTOR SHALL SUPPLY AND INSTALL ALL FIXTURES ANP LAMPS AS PER MANUFACTURER SPECS. 15.0 FIELD CONDITIONS 15.1 ENGINEER CAN RELOCATE ALL EQUIPMENT (FIXTURES, OUTLETS ETC..), AT 140 COST, IF DISPLACEMENT IS L.E55 THAN 10 FEET (3m), AND WRITTEN NOTICE IS SENT TO CONTRACTOR PRIOR TO INSTALLATION. 15.2 CONFER WITH ALL OTHER TRADES AND ARRANGE EQUIPMENT IN PROPER RELATION WITH OTHER APPARATUS, DUCTS, PIPES, ETC. ANP WITH BUILDING CONSTRUCTION AND ARCHITECTURAL FINISHES. 16.0 EXISTING CONDITIONS 16.1 ELECTRICAL CONTRACTOR SHALL WORK AFFECTING OTHER TENANT SHALL BE DONE OFF BUSlNE-5S HOURS NIGHT OR WEEK-END). COORDINATE WITH THE LANDLORD. 162 ELECTRICAL CONTRACTOR SHALL REMOVE AND DISPOSE ANY UNUSED MATERIAL. 169 MY NON REUSED MATERIAL SHALL BE GIVEN BACK IN 6000 CONDITION TO LANDLORD 16.4 ANY DAMAGED WALL, FLOOR, CEILING, FINISHES SHALL BE REPAIRED BY 65ERAL CONTRACTOR 'THOSE REPAIRS SHALL MATCH EXISTING FINISHES. 11.0 GOt+VNIGATIONS 17.1 TENANT 15 IN CHARGE FOR ANY COMMUNICATIONS SYSTEMS. 11.2 ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL, IF REQUIRED, TELEPHONE TERMINAL BOARD, 24 "x24' PLYWOOD 5/4" THICK, AND CONDUIT AS INDICATED ON DRAWINGS: I7.3 ALL WIRING, INCLUDING INSTALLATION ANP CONNECTION TO EQUIPMENT SHALL BE PERFORMED BY A SPECIALIZED CONTRACTOR, IN CHARGE OF THE TENANT. 18.0 FIRE ALARMS 18.1 EXISTING FIRE ALARM TO BE KEPT. ELECTRICAL CONTRACTOR TO RELOCATE IF REQUIRED MY EQUIPMENT AT NO COST. 182 ALL REQUIRED WORK RELATED TO LIFE SAFETY SYSTEMS SHAD. BE PONE AT NO EXTRA COST. RETAIN THE SYSTEM MANUFACTURERS FORGES TO PERFORM FINAL CONNECTIONS, MODIFICATIONS AND PROVISION OF NEW INTERFACING DEVICES IN THE SYSTEM PANELS, ETC. 18.3 ENSURE MU. COMPATIBILITY OF ALL NEW DEVICES WITH EXISTING LIFE SAFETY SYSTEMS. 18.4 ELECTRICAL CONTRACTOR SHALL HAVE SYSTEM MANUFACTURER TEST AND CERTIFY LIFE SAFETY SYSTEMS FOR PROPER OPERATION AT COMPLETION OF WORK Iq.0 COLOR CODE 20.0 SPECIAL NOTES 20.1 TIE ELECTRICAL CONTRACTOR SHALL SUPPLY AND INSTALL THE FOLLOWINGS ITEMS: a) TELECOM GABLES BETWEEN MASTER GASH RESISTER AND OTHER CASHES, AND TO THE TELEPHONE TERMINAL SUPPLY AND INSTALL A SYSTEM OF 5/4" DIAM. (20m& CONDUIT FOR THESE GABLES. b) LEAVE 15 FEET (4.5i) LOOPS OF GABLE AT EACH GASH REGISTER AND TELEPHONE TERMINAL. THE FINAL CONNECTION OF THE GABLES TO THE GASHES, WILL SE BY THE GASH REGISTER SUPPLIER. c) ELECTRICAL CONTRACTOR SHALL COORDINATE THE EXACT TYPE OF CABLES, THE EXACT LOCATION, ETG.,JNITH THE REPRESENTATIVE OF THE TENANT. 20.2 ON ALL OUTLETS LOCATED IN ISLAND COUNTERS, ETC..., ELECTRICAL TRADE SHALL ATTACH ALL CONDUITS TO THE FLOOR WITH APPROPRIATE CONNECTORS. FOR EXISTING CONCRETE SLABS, NO GORE DRILLING OR TRENCHING OF EXISTING STRUCTURE I5 ALLOWED, OBTAIN WRITTEN APPROVAL FROM THE LANDLORD PRIOR TO COMMENCE WORK. 205 RECEPTACLES, CUTLETS, ETC..., LOCATED AT THE GASH COUNTERS SHALL BE INSTALLED IN COMMON BOXES. USE 2 SANG, 5 SANS OR 4 GANG, ETC..., BOXES C/141 SEPARATIONS AS PER CODE, AS REQUIRED. BOXES SUPPLIED, INSTALLED AND CONNECTED BY THE ELECTRICAL CONTRACTOR. 210 DEMOLITION 21.1 REMOVE AND TRANSPORT OUT OF THE CONSTRUCTION SITE ALL EQUIPMENT MADE OBSOLETE GON5ECUTIVE TO THE WORK, INCLUDING WIRING, CONDUITS, BOXES, OUTLETS, SWITCHES, LIGHTING FIXTURES, DISTRIBUTION EQUIPMENT, SUPERVISORY AND COMMUNICATION EQUIPMENT. ALL ACCESSORIES BEING PART OF TIE ELECTRICAL INSTALLATION. 21.2 REMOVE THE WIRING AND THE CONDUIT UP TO THE LAST PANEL OR BOX KEPT IN THE NETWORK 21.3 PUT SACK IN SERVICE ALL FEEDERS, CONTROL OR COMMUNICATION GABLES WHEN THE CONTINUITY OF THOSE SERVICES 15 INTERRUPTED BY TIE WORK. 22.0 SPECIFICATIONS . 22.1 DISCONNECT AS PER CUTLER- HAMMER MODEL 120/2013V 211/400V PHASE A RED RED WITH STRIPE PHASE 5 BLACK SLACK WITH STRIPE PHASE C BLUE BLUE WITH STRIPE NEUTRAL WHITE WHITE WITH STRIPE GROUND GREEN GREEN WITH STRIPE 20.0 SPECIAL NOTES 20.1 TIE ELECTRICAL CONTRACTOR SHALL SUPPLY AND INSTALL THE FOLLOWINGS ITEMS: a) TELECOM GABLES BETWEEN MASTER GASH RESISTER AND OTHER CASHES, AND TO THE TELEPHONE TERMINAL SUPPLY AND INSTALL A SYSTEM OF 5/4" DIAM. (20m& CONDUIT FOR THESE GABLES. b) LEAVE 15 FEET (4.5i) LOOPS OF GABLE AT EACH GASH REGISTER AND TELEPHONE TERMINAL. THE FINAL CONNECTION OF THE GABLES TO THE GASHES, WILL SE BY THE GASH REGISTER SUPPLIER. c) ELECTRICAL CONTRACTOR SHALL COORDINATE THE EXACT TYPE OF CABLES, THE EXACT LOCATION, ETG.,JNITH THE REPRESENTATIVE OF THE TENANT. 20.2 ON ALL OUTLETS LOCATED IN ISLAND COUNTERS, ETC..., ELECTRICAL TRADE SHALL ATTACH ALL CONDUITS TO THE FLOOR WITH APPROPRIATE CONNECTORS. FOR EXISTING CONCRETE SLABS, NO GORE DRILLING OR TRENCHING OF EXISTING STRUCTURE I5 ALLOWED, OBTAIN WRITTEN APPROVAL FROM THE LANDLORD PRIOR TO COMMENCE WORK. 205 RECEPTACLES, CUTLETS, ETC..., LOCATED AT THE GASH COUNTERS SHALL BE INSTALLED IN COMMON BOXES. USE 2 SANG, 5 SANS OR 4 GANG, ETC..., BOXES C/141 SEPARATIONS AS PER CODE, AS REQUIRED. BOXES SUPPLIED, INSTALLED AND CONNECTED BY THE ELECTRICAL CONTRACTOR. 210 DEMOLITION 21.1 REMOVE AND TRANSPORT OUT OF THE CONSTRUCTION SITE ALL EQUIPMENT MADE OBSOLETE GON5ECUTIVE TO THE WORK, INCLUDING WIRING, CONDUITS, BOXES, OUTLETS, SWITCHES, LIGHTING FIXTURES, DISTRIBUTION EQUIPMENT, SUPERVISORY AND COMMUNICATION EQUIPMENT. ALL ACCESSORIES BEING PART OF TIE ELECTRICAL INSTALLATION. 21.2 REMOVE THE WIRING AND THE CONDUIT UP TO THE LAST PANEL OR BOX KEPT IN THE NETWORK 21.3 PUT SACK IN SERVICE ALL FEEDERS, CONTROL OR COMMUNICATION GABLES WHEN THE CONTINUITY OF THOSE SERVICES 15 INTERRUPTED BY TIE WORK. 22.0 SPECIFICATIONS . 22.1 DISCONNECT AS PER CUTLER- HAMMER MODEL FUSE INSTALLATION HD WITH INTERIOR HD WITHOUT INTERIOR RD WITH EXTERIOR RD WITHOUT EXTERIOR 22.2 FUSES AS PER WILD GAGE MODEL SPARE QTY. 0-600A AJT 10% (MINIMUM 6) 22..3 SPLIT` E R BOMB AND TROUGHS, AS PER 5EL, 14 6A STEEL. WITH HINGED DOVER GL05ED WITH SCREWS, TINNED COPPER BUS BARS, COMPLETE WITH SOLDERLESS TERMINALS. BARS SUPPORTED BY ISOLATORS. 22.4 TRANSFORMERS AS PER DELTA, DT (TRIPLE PHASE). 22.5 PANELS G/W DOORS AND LOCKS, AS FER CUTLER - HAMMER USAGE VOLTAGE MODEL LIGHTING I20/208V 3E14 • PRL -i BREAKERS WITH IOpOO A SYMMETRICAL INTERRUPTING, CAPACITY, UNLESS OTHERWISE NOTED. 22.6 OUTLETS AS PER LEVITON, MODE. N0.5262, DOLOR BY ARCHITECT. 22.1 SWITCH TYPE MODEL UNIPOLAR 5401/001 BIPOLAR 54502/001 THREE WAY 54505/001 FOUR WAY 54504/001 0 -2 HR OVERRIDE SWITCH TC1 24 i-1RPi pay ASTRONOMICAL TIME CLOCK 'LITHONIA SPAK -8G' A -1 STOREFRONT SIGN A -13 STOREFRONT LIGHTING CONTACTOR CONTROL SWITCH 'r' 1 DISPLAY LIGHTING CASHWRAP LIGHTING FIXTURE LIGHTING ARMOIRE LIGHTING 4 X 4 x X --- NORMALLY OPEN (MECHANICALLY HELD) LIGHTING CONTACTORS IN APPROVED ENCLOSURE 20A MINIMUM RATED CONTACTS, SQUARED SERIES 5903 HEAVY DUTY CONTACTORS OR EQUAL. N N I 50% CONTROL BLUITCH 'a' : D A -15 STOCK LIGHTING 509'0 CONTROL SWITCH 'b' o A -15 STOCK LIGHTING 50% CONTROL. SWITCH 'c' c� - A -5 BALES LIGHTING A -5 SALES LIGHTING CONTROL SWITCH 'd' LIGHTING CONTROL NOT TO SCALE NOTE: 1. EMERGENCY, EXIT, AND NIGHT LIGHTING SHALL NOT RUN THRU WILDING SHUTOFF. 2. IMPORTANT: ALL LIGHT FIXTURES NOT ON TIMECLOCK . OR OCCUPANCY SENSOR SHALL BE CONTROLLED BY LIGHTING CONTACTOR(5). TGC SHALL PROVIDE ADDITIONAL CONTACTORS AS REQUIRED. RELOCATED PANEL A LOAD TYPE SERVICE: BUS RATING: 120/208 VOLTAGE 3 PHASE 4 WIRE 150A MCB MOUNTING: SURFACE NEMA 1 125 REM ® DESCRIPTION EMIEM BKR A EMI BKR WIRE WATTS DESCRIPTION CKT REM ... .,2,. -.;, .,•...1 _„ EralIME .1,200 .12 ... Ea h II 1/20 12 500 SUBWOOFER 2 '..3918"' - 2 © BLADE SIGN 1200 KM 1/20 a,1 MISCELLANEOUS 1/20 -- -- SPARE 4 TOTALS - ...,...., - • „ .. ,. - - SALES`LIG TING ' .1800 12 + 1/20 1/20 12 1200 SHOW WIN. RECEPTACLE 6 2 3 DISPLAY LIGHTING 1135 12 1/20 1/20 12 100 BUZZER 8 - 3 CASHWRAP LIGHTING 600 12 1/20 1/20 12 720 RECEPTACLES 10 - 6 EXIT/EMERGENCY LIGHTING 100 12 1120 1/20 - - SPARE 12 - 2 STORE FRONT LIGHTING 720 12 1120 1/20 12 540 COMMUNICATION 14 - - STOCK ROOM LIGHTING 1000 12 1/20 1/20 12 500 CASHWRAP P.O.S. 16 6 -- um SPARE-- 1/20 1/20 12 500 CASHWRAP P.O.S. 18 6 - 19 NIGHT LIGHTS 235 12 1/20 1/20 12 1080 CASHWRAP RECEPTACLES 20 - 3 21 FIXTURE LIGHTING 115 12 1/20 1/20 12 360 RECEPTACLES 22 - - 23 SPARE - - 1/20 1/20 12 1200 SHOW WIN. RECEPTACLE 24 2 - IMO SPARE MI - 1/20 1/20 12 380 PRINTER 26 - 3 27 ARMOIRE LIGHTING 1470 12 1/20 1/20 12 250 TIMECLOCK 28 - - 29 WATER HEATER 1500 12 1/20 . lag ... .....- ....._....,,..._,....SP. ASR ,........... ._ .:........... ........,........ 30,......,. -,... - 31 SPARE - -- 1/20 1/20 12 500 DRINKING FOUNTAIN 32 - - ® SPARE - ® 1/20 1/20 - SPARE - - 39 SPARE - - - - 1/20 1/20 II ' s : 3/20 12 1000 FP -1 WITH INTEGRAL 3 KW 38 - SPARE 1000 40 - iR SPARE - - 1/20 1000 42 REMARKS: TOTAL PHASE 'A' _ ( 7370 1 - PROVIDE GFCI BREAKER TOTAL PHASE 'B' _ 7215 2 - CIRCUIT VIA TIME CLOCK ? TOTAL PHASE 'C' = , 7100 c. 3 CIRCUIT VIA CONTACTOR TOTAL LOAD ALL PHASES = 21,685 ' 4 - PROVIDE BREAKER AND FUSES PER EQUIPMENT MANUFACTURERS RECOMMENDATION TOTAL AMPS = ` 61 .. 5 - PROVIDE H.A.C.R. (HEATING, AIR CONDITIONING AND REFRIGERATION) BREAKER ' 6 - PROVIDE A LOCK -ON BREAKER A NOTE: 1. T.G.C. SHALL PROVIDE NEW BREAKERS, FEEDERS AND CONDUIT AS REQUIRED FOR NEW ELECTRICAL DEVICES. 2. T.G.C. TO BALANCE ALL PHASES TO WITHIN 10 %. SUBMIT REPORT TO DAVID STELLER. 3, BOLT ON BREAKERS REQUIRED ELECTRICAL LOAD SUMMARY LOAD TYPE CONNECTED VA FACTOR DEMAND VA VOLTAGE PH LIGHTING 6975 1.25 8719 120 1 RECEPTACLES 5060 1.00 5060 • 120 1 SHOW WIN. RECEPTACLES ,- .,240(1 1.25 1 I ti-SD p0, 120 1 SIGN LIGHTING 2400 \ 1.25 \ 3000 % 120 1 MECHANICAL Y9 ' +25% OF MOTOR '..3918"' 208 3 WATER HEATER 1500 1.25 1875 120 1 MISCELLANEOUS �.... ,3�5a. 1.00 �...., 350..,,.....x ......... ...... ..,.....120......... ;........, ....... 1..�..., ....`..... TOTALS i 21,685.k, 25,942 25.9 KW = 31.2 AMPS AT 277/480V 3 PH _.r NOTES BY SYMBOL 0 PROVIDE MD INSTALL 24 HR,1 DAY TIMECLOCK FOR SHOW WINDOW AND SIGNAGE. PROVIDE NEW IF REQUIRED. REFER TO DETAIL I ON THIS SHEET FOR FURTHER INFORMATION. 0 PROVIDE AND INSTALL CONTACTOR(S) AS REQUIRED TO ACCOMMODATE LIGHTING CIRCUITS. REFER TO PANEL SCHEDULE ABOVE FOR NUNS OF CONTROLLED CIRCUITS AND DETAIL 1 ON THIS SHEET. 0 EXISTING (4) *I 'THIN CU (I) *6 GROUND 11,1 EXI5TIN6 2" CONDUIT. ® PROVIDE AND INSTALL (5) *4 THAN CU (I) *6 GROUND IN 5/4" CONDUIT. OS PROVIDE AND INSTALL. (4) *I /0 THYE1 GU (I) *6 GROUND IN I -1/2" CONDUIT. ® PHONE BOARD 0 RELOCATED I00AS/3P /60AF DISCONNECT. FEEDER NOTES CONTRACTOR TO VERIFY EXISTING FEEDERS ARE OF SUFFICIENT LENGTH TO BE PULLED BACK TO NEW PANEL LOCATION AND REUSED. PROVIDE AND INSTALL (4) 111 THWN CU, (I) *6 6R0UND IN I -I/2" CONDUIT IF REQUIRED. z J CEILING LINE EXISTING 100 CIRCUIT BREAKER IN LANDLORD ELECTRICAL ROOM r0 REMAIN LANDLORD TENANT I.271/480 VOLT 4 WIRE EXISTINS ELECTRICAL SERVICE 2. TENANT'S GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL ALL COPPER CONDUCTORS WHEN NEW IS REQUIRED 5. VERIFY ALL EXISTING CONDITIONS IN FIELD. ALL UPGRADES REQUIRED BY CODES, LANDLORD OR TENANT SHALL BE BY TENANT AT TENANTS EXPENSE. REVISION RELOCATES) 45 KVA RELOCATED PANEL -E C> 'A' O 1t6 GROUND PER NEC PINISH FLOOR ELECTRICAL TO BE RELOCATED BY LANDLORD. 6G SHALL FIELD VERIFY ELECTRICAL AND CONSULT WITH ARCHITECT PRIOR TO CONSTRUCTION IN) 14 6 .i llEPARArE. A E MITAND REQi, AL FRED RECEIVED JUL 13 2012 PERMIT CENTER R: \ALDO \Ditch \2012.Pro Jects \12. 3243. SouthcenterMa ll.Settle.WA \12.3243.E2,dwg ALSO DATE EMIS /ISSUED MAY 01, 2012 ALDO / 5AJ0 / L.L., BID 4 PERMIT JUNE 04, 2012 ISSUED FOR CONSTRUCTION JUNE 28, 2012 ISSUED FOR SITE CONDITION JULY 12, 2012 ISSUED FOR SITE CONDITION (2ND RD) PRINT DATE 2012 -07 -12 5 2012 -01 -10 PER LANDLORD COMMENT 4 2012 -06 -28 PER FIELD CONDITIONS 5 20I2 -05-30 PER SAJO COMMENTS 2 2012 -05-50 FER LANDLORD COMMENTS 2012 -05 -29 PER ALDO COMMENTS NO. DATE REVISION THIS DRAWING. HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ALDO GROUP AND ITS ASSOCIATED COMPANIES TO EXPLAIN THE LAYOUT AND SERVICES REQUIREMENTS FOR THE TRADE FIXTURES OR TO EXPLAIN COMPANY CONSTRUCTION STANDARDS. ALL DIMENSIONS SHALL BE VERIFIED ON SITE. ALL ERRORS AND DISCREPANCIES SHALT. BE REPORTED TO THE OWNER BEFORE PROCEEDING WITH THE WORT(. NO DIMENSIONS SHOULD BE MEASURED ON THE DRAWING. DIMENSIONS AND AREAS ON THIS DRAWING ARE FOR INFORMATION ONLY d p c e don penn • consulting engineer 635 Westport Parkway Suite 300 Grapevine, Texas 76051 Phone: 817 - 410 -2858 Fax: 817-251-8411 ALSO G R 0 UP E 2300 EMILE - BELANGER, MONTREAL QUEBEC, CANADA, H4R 3J4 TEL.: (514) 747 -2536 FAX: (514) 747 -6504 PROJET /PROJECT: ALDO SOUTHC. LATER WEST I ELP SEATTLE, ASH I N &TON TITRE /TITLE: ELECTRICAL PANELS/NOTES PROJET NO. /PROJECT NO. 2167 DESSINE /DRAWN: DA ECHELLE /SCALE: VERIFIE /CHECKED: BH CONCEPT, ANNEE /YEAR: AA06 PAGE: E-2 ALDO GROUP - USA STORE CONFIGURATION ELECTRICIAN TO INSTALL 1 1/4 "0 CONDUIT FOR CASH COUNTER, DATA AND TELEPHONE AND TO PASS 7x CATEGORY 5E CABLE LOOPED W/ 6' -0" OF LOOSE CABLE 0 BOTH ENDS ELECTRICIAN TO INSTALL 1/2 "o CONDUIT FOR TELEPHONE UNE AND TO PASS 3x CATEGORY BE CABLE LOOPED W/ 6' -0" OF LOOSE CABLE O BOTH ENDS TRAFFIC COUNTER NOTE: ELECTRICAL CONTRACTOR TO SUPPLY AND INSTALL CAT -5 SHIELDED, TWISTED PAIR. PROVIDE 20 Feet OF EXTRA LENGTH AT STOREFRONT AND 10 Feet OF EXTRA LENTGH AT THE CASH AREA & ELECTRICAL PANEL. CABLE TO BE IDENTIFIED BY A RED TAPE AT BOTH ENDS. ALDO FIRST AP!'ORIMMP SECCtED APPOINTMENT FLEX CONDUIT FOR. CONVENIENCE DUPLEX OUTLETS MG FOR MOTION BOXES BACK STOKE - TELECOM PANG. (ON PLYYOOOD NEAR ELECTRICAL PAM) ELECTRICIAN TO INSTALL 2x 1/2"0 CONDUIT FOR "FIND" SYSTEM 1— TOWARD SAFE 1— TOWARD SALES AREA 1x DUPLEX 20(AMP) ELECTRICIAN TO INSTALL 1/20 CONDUIT FOR THE SHIP STATION W/ 1x CAT5 CABLE LOOPED W/ 6' -0" OF LOOSE CABLE 0 BOTH ENDS MAY 01, 2012 JUNE 04, 2012 DEL MODE! JUNE 28, 2012 JULY 12, 2012 ELECTRIC PANEL MG YMIMS FEED GOMNS OUT FROM WAIL TO BE 6t-01 LOWS. FOR "FIND" MELAMINE SHELF TO BE ELIMINATED . & REPLACED WITH SAFE EITHER EXISTING, TO BE RELOCATED OR NEW ELECTRICIAN TO SUPPLY & INSTALL 1/2 "0 CONDUIT FOR TRAFFIC COUNTER FROM CASH UNIT TO STOREFRONT ACCESS PANEL AND PASS 1x CATS WIRE — SEE NOTE—, BACK STORE - MPS PLAYER CONDUIT FOR CASH COUNTER ELECTRICAL FOR "FIND" ELECTRICIAN TO PASS 4x CAT5 CABLES FROM BACK TO SAFE LOCATION 10 BE CONFIRMED BY PROJECT LEADER ELECTRICIAN TO PASS 4x CAT5 CABLES FROM BACK TO SALES AREA. 1— FOR EACH "FIND" IN SALES AREA COIL 10 Feet EXTRA LENGTH 0 BOTH ENDS BACKBAR i 'r UNIT 2x4' -01 VERTICAL LI5HTING ON � (1) ELECTRONIC 1=1 TA i ® DATA JACK 4 TELEPIONE MB STATIC% ONE (1) JJNCrION BOX ONLY. JJNGTION BOX TO BE LAID ON FLOOR, INSIDE OP SECTIONS PLATFORM PROVIDE OPENING IN BASE FOR NYRE PACE (PROM MALL J STORE AREA - 000NTER =MONA.JACK FOR ALDO CVTLET ONLY AT BACKBAR EMIS /ISSUED ALDO / 5AJ0 / L.L., BID 4 PERMIT ISSUED FOR CONSTRUCTION ISSUED FOR SITE CONDITION ISSUED FOR SITE CONDITION (2ND RD) PRINT DATE 2012 -07 -12 DATA JACK 4 PATA JACK 944 PATA JACK 81 6 LEGEND O .JUNCTION BOX, IN GEIL.IN6, NEM DIFFUECR -IT AT ()DETAIL. SECTIONS .JUNCTION BOX, INSTALLED INSIDE OP ARMOIRES BASE, BEFORE IS KAMAN CLOSED W R 4 2 -6 LINES AND JACKS TO BE INSTALLED BY THE LOCAL TELEPHONE COMPANY 2 MKS AFTER COMMOTION OWNS GA15 GABLE FOR FOE AND DATA IIB.GGTRIGIAN WILL PASS MIRO. COMMUNICATIONS DETAIL NOT TO SCALE MASTER REM O= REG1S1 1 2 RESISTER SHADED JACK TO BE INSTALLED E3Y 1i3GCOM GGMPANY 2-0 DAYS BEFORE HANDOVE R. PATCH CORDS FOR VOICE AND DATA TO BE INSTALLED B1' 1914 TECHNICIAN (5 DATA PER INSTALLATION AND 2 EXTRA DATA PER PG). SW FOR DEL MODEM AND ROUTER TO ESE INSTALLED 2 YEWS BEFORE I+ OVER. 2012 -07 -10 20I2 -06 -28 2012 -05-50 20I2 -05-30 2012 -05 -2a PER LANDLORD COMMENT PER FIELD CONDITIONS L._ .._..I A 12E01RIG04. GIRLEr'JK 4J. ! E mousy Male MINI WAR 0.111110011R LOCATION. NO. DATE 8 VOILRE MOVE r II 1 J 20 POWS () 60a LE 11 L _ GABLE (4) COS CE CLIP 1— ue (Gti®1T GJ,) At0 I ° DATA U GU1IZI9 ° 1 0 SWAM I° °I SEISE E N. It ISOLATED 6ROIND r — ___ — -- 11 11 !i 1 II 1 WALE 14:00E0 ELECTRICAL GUTIJSTS GASH ODU2t'S MOUNTED ON SIDE OP (MIT, INSIDE SCHEMATIC, WIRING FOR ARMOIRES / SECTIONS -- -() NIR (4) Waal (4 ) NUT NG TYPE REMO HOLE MR MOE 1 mom SUPPLY I-I/4" DIAM GOI+IDIRT IN FLOOR FOR ThLECOMMUNIGATION TELJEPHONE tACM SUPPLY S/4" DIM COURT FOR Rom MIRKA SUsIMOOPER SUSPENSION DETAIJ.. NOT TO SCALE WEIL 516100 ER 10 Ed IN 194110 APPROXIMATELY 6' MANE AR 01PREat elf E 4'x4'x2` 1 1 PLCOR SOX LII..1 NIFTY SNP DIAM GONGUi r -4\1:- IN FLOOR FOR ELECTRICAL SUPPLY I -1/4' DiAM GOIMIT IN FLOOR POR TELECOMINICATION CASH SECTION (LOCATION OF OUTLETS) SCALE* I/2" al II-0" NO FOR ALARM INSTALLATION REFER TO 58'ARATE ELECTRICAL GONTRAGTCR TO PROVIDE M L COMMITS COMPLETE NTH RJU. S1RINS SPEAKER WIRING DIAGRAM - ALDO OUTLETS * CASH AND BACKBAR SCALE, I/2' • 11-0" REVISION NOLL. A()-- i48 01e0 1011 MI 100X Wit LAID CIIROOKIllitees CONVENIENCE DUPLEX outer. F� ?moo 40 QU�A�O PER 5AJ0 COMMENTS PER LANDLORD COMMENTS PER ALDO COMMENTS REVISION THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ALDO GROUP AND ITS ASSOCIATED COMPANIES TO EXPLAIN THE LAYOUT AND SERVICES REQUIREMENTS FOR THE TRADE FIXTURES OR TO EXPLAIN COMPANY CONSTRUCTION STANDARDS. ALL DIMENSIONS SHALL BE VERIFIED ON SITE. AU. ERRORS AND DISCREPANCIES SHALL BE REPORTED TO THE OWNER BEFORE PROCEEDING WITH THE WORK. NO DIMENSIONS SHOULD BE MEASURED ON THE DRAWING. DIMENSIONS AND AREAS ON THIS DRAWING ARE FOR INFORMATION ONLY d P c e don penn • consulting engineer 635 Westport Parkway Suite 300 Grapevine, Texas 76051 Phone: 817 -410 -2858 Pax: 817-251 -8411 ALDO G R O U P E 2300 EMILE - BELANGER, MONTREAL QUEBEC, CANADA, H4R 3J4 TEL.: (514) 747 -2536 FAX: (514) 747 -6504 PROJET /PROJECT: ALDO SOUTHGENTER WESTF 1 ELD SEATTLE, WASHINGTON TITRE /TITLE: Categleir* wa0° ive'�'ul' ©pETML - MIMS Ilia MAL WALL UNIT SECTION RECEIVED JUL 13 2012 PERMIT CENTER ELECTRICAL DETAILS PROJET NO. /PROJECT NO 2161 ECHELLE /SCALE: DESSINE /DRAWN: PA VERIFIE /CHECKED: BH R: \ ALDO \JItch \2012.Pro Jects \12.3243.Southcen terMal (.Settle. WA \12.3243.E3.dwg CONCEPT, ANNEE /YEAR: AA06 PAGE: E -5 ! •••: GAF30EILVEIN6 TOILET N .t•. , t • , . —EXISTING 4-1/210 SPRINKLER MAIN AT 151-13" NT TO REMAIN 1 it BELOW TOILET —t—p. • CEILING t." sc. ,„.••••• rrir; 1.E. II ,if • !! !' 1! ; r . rt ' I • • ! • ' ; t . , . , , t I ''''t:,,I. 11-1!•-!:.> • i I . . .• 1 1 ' . , , . 1- 1 r,E ; IS :4 1, It t . :t. : : ! . . t i ! I tt 1r ; . 1 i ' t, t t t i 1 ON.• ' ON. 1 i i I 1 , t ,•., t 1 : t 1 , I 1 -. • I ; t t ; t • . 1 t t 1 I I I , t i t 1 • E : t 1 I 1 ! . : I —EXISTING 4-I/2"� SPRINKLER MAIN AT 14-2" AFF TO REMAIN • . It • .-fR t t t, E ; :( EIrr t • I If ' 6 ,40 t I . ' tt It . ■ i 1 ' ... . . .. . .. . I, •.;•j,', t' „.„:„„„,,,A frt't r. rt r..i ,...: . . , . .,Ce'i 1'::.:'!',.tf. i III Ro • El • , E „.• El I: E. .E.E.E.Ett• , rt) • ;.• „ ( N , t I it 4...., 1 0 N t• ... I . i E',:•'!..,./ , 4k 1 ,, .,. • t , . , I ...s. ...,„:t )t- ,„ tt ttt; ,, , it „t,,,- t, ,t,,t 4, :01 .\.t:t • ,• , kt.t,t c; , f d ,i) • i i..." 4,..1 •: oi",.:4; ‘.... „.• ...' ,,1 • .^..,..., ... t.E.beEt .5.4 . e i !Er (:): :Mae 1 , :r.1 Etre,t ...,E.E 1::...., I E i E II It f e e .41, 1 : .11 , . t. ..' .4i... (r iii . .; ' . 1.-, 1 . i (1' I, \ j i f i ft:ii„. •.: • ,,. ,„,„..., , ..,,:.,...i,i../:,..-.. . , I (I). , , . , . . " ..:.;,. t i 1„ t A : 4""IN .1..2 ..'>:' ...K' i t i : i ,1.4 r 1 1 iJ • N .tv tt.t, ",•;.:k4" D a ;1[11 !tr ;17.1 R tics ;. 4,13 • NL R It i R NL R it FIRE ALARM SYSTEM LEGEND' PULL STATION AT 45" AM STROBE (AUDIONISUAL) STROBE 6i1 DUCT SMOKE DETECTORS D REFER TO MI FOR LOCATION 0 SMOKE DETECTOR CONNECT TO LANDLORDS SUPERVISED fa ALARM SYSTEM. NOTE: ALL DEVICES SHALL BE COMPATIBLE WITH AND MAINTAIN THE UL LISTING OF EXISTING LANDLORD FA SYSTEM &C. SHALL FIELD VERIFY EXACT REQUIREMENTS FOR FIRE ALARM SYSTEM PRIOR TO BID. COORDINATE WITH LANDLORD AND LOCAL FIRE MARSHALL SUPPLY AND INSTALL ALL NECESSARY EQUIPMENT. (A)DIONISUAL ALARMS SMOKE DETECTORS, ETC.) A5 REQUIRED. FIRE PROTECTION PLAN SCALE: 1/4" = FIRE PROTECTION SYMBOLS LEGEND w (i z iu a z 0 0 0 0 0 0 EXISTING SEMI-RECESSED TYPE A RELOCATED SeMI-RecessEp *rem NEW SEMI-RECESSED TYP'E EXISTING CONCEALED TYPE RELOCATED CONCEALED 'TYPE NEW CONCEALED TYPE SPRINKLER BRIGHT IAIHITE GENERAL NOTES L ALL SPRINKLER AND ROOF MODIFICATIONS f4JST BE PERFORMED 13Y THE LANDLORD GONTRAOTOR, AT THE TENANTS EXPENSE. 2. FINAL CONNECTION Of TENANT LIFE SAFETY SYSTEMS TO BUILDING SYSTEMS SHALL BE BY THE LANDLORD CONTRACTOR AT THE TENANTS EXPENSE. 3. ALL WORK NOT DETAILED ON THESE PLANS HST CONFORM TO THE TENANT DMIGN HANDBOOK AND ALL OTHER LANDLORD REQUIREMENTS. 4, EXISTING SPRINKLER SYSTEM SHALL BE MODIFIED AS REQUIRED TO SERVE THE NEW LAYOUT SHOWN ON THE MAKIN. SPRINKLER CONTRACTOR SHALL NOTIFY THE MALL MANAGER 72 HMS BEFORE SPRINKLER 914)TDOINN IS REQUIRED AND SHALL PAY ALL MALL CHARGES FOR SPRINKLER SHUTDOWN. FIRE SPRINKLER SYSTEM DESIGN I. FIRE SPRINKLER SYSTEM DESIGN PER N.FP.A. I. 2. THE ABOVE DESIGN REFERENCES ARE GIVEN TO ESTABLISH A BASIC FIRE SPRINKLER DESIGN, HOWEVER EACH INDIVIDUAL STORE LOCATION WILL BE GOVERNED BY LOCAL CODE REQUIREMENTS THAT MAY REQUIRE A LESS OF GREATER DEN511Y. THE T.G.G. 15 RESPONSIBLE TO VERIFY THAT THE Fite SPRINKLER CONTRACTOR HAS RECEIVED AND 5 ADHERING TO THE DESIGN PARAMETERS AS SET FORTH BY LOCAL CODE 3. AT VC TIME OF BIDDING, 1 T.G.C. SHALL PROVIDE THE DESIGN DENSITIES IN THEIR BID. 4. FIRE SPRINKLER TEST AND DRAIN TO 13E LOCATED AT REAR OF etIJILDING. 5. SPRINKLER HEADS SHOULD ALIGN WITH THE LIGHTING AS SHOWN WHENEVER POSSIBLE NOTES BY SYMBOL 0 EXISTING CONCEALED SPRINKLER HEAD. RAISE OR LOWER TO MATCH NEW CEILING HEIGHT AND PROVIDE NEW 1311r WHITE GAP PER ALDO'S REOUIRVENTS. REVISION NO.. LT: ECEIVED JUL 1 3 2012 PERMIT CENTER R: \ALDOVfitch\2012.Projects\12.3243.SouthoenterMall.Settle.WA\12,3243.Ftdwg ALDO DATE EMIS/ISSUED MAY 01, 2012 ALDO / SAJO / LL., BID 4 PERMIT JUNE 04, 2012 ISSUED FOR CONSTRUCTION JUNE 2S, 2012 ISSUED FOR SITE CONDITION JULY 12, 2012 ISSUED FOR SITE CONDITION (2ND RD) PRINT DATE: 2012 07 12 2012-07-10 PER LANDLORD COMMENT 4 2012-06-25 PER FIELD CONDITIONS 3 2012-05-30 PER SAJO COMMENTS 2 2012-05-50 PER LANDLORD COMMENTS 2012-05-241 PER ALDO COMMENTS NO DATE REVISION THIS DRAWING HAS BEEN PREPARED FOR ME EXCLUSIVE USE OF ME ALDO GROUP AND ITS ASSOOATED COMPANIES TO EXPLAIN THE LAYOUT AND SERIACES REQUIREMENTS FOR THE TRADE FIXTURES OR TO EXPLAIN COMPANY CONSTRUCTION STANDARDS. ALL DIMENSIONS SHALL BE VERIFIED ON SIX All ERRORS AND DISCREPANCIES SHALL BE REPORTED TO THE OWNER BEFORE PROCEEDING WITH THE WORK. NO DIMENSIONS SHOULD BE MEASURED ON THE DRAWING. DIMENSIONS AND AREAS ON THIS DRAWING ARE FOR INFORMAIION ONLY d p c e don penn • consulting engineer 635 Westport Parkway Suite 300 Grapevine, Texas 76051 Phone: 817-410-2858 Fax: 817-251-8411 ALDO G R (DUPE 2300 EMILE-BELANGER, MONTREAL QUEBEC, CANADA, H4R 3J4 TEL.: (514) 747-2536 FAX: (514) 747-6504 PROJET/PROJECT: ALDO SOUTHCENTER WESTFIELD SEATTLE, WASHINGTON TITRE/TITLE: FIRE PROTECTION PLAN PROJET NO./PROJECT NO. 2I61 DESSINE/DRAWN: DA ECHELLE/SCALE: AWE/CHECKED: BH F-I CONCEPT, ANNE/YEAR: AA06 PAGE: GENERAL STRUCTURAL NOTES BUILDING CODE: Applies unless noted otherwise on drawings 2009 EDITION OF THE INTERNATIONAL BUILDING CODE. LOADS: LATERAL . SEISMIC: SEISMIC IMPORTANCE FACTOR = 1.0. . SHORT PERIOD SPECTRAL ACCELERATION Ss = 1.429. ONE SECOND SPECTRAL ACCELERATION S1 = .489. SOIL SITE CLASS D. Sds = ..953. Sd1 = .493. SEISMIC DESIGN CATEGORY D. RESPONSE MODIFICATION FACTOR (R) = 4 STRUCTURAL STEEL: GENERAL: . ALL CONSTRUCTION PER LATEST AISC STEEL CONSTRUCTION MANUAL. ALL MISCELLANEOUS STEEL UNLESS NOTED OTHERWISE SHALL BE ASTM A36 (Fy = 36 KSI). EXPANSION ANCHORS: ALL EXPANSIVE ANCHORAGE FOR CONCRETE INSTALLATION ONLY SHALL BE PER HILTI. KWIK BOLT 12 EXPANSION ANCHOR (ICC ESR -1917, LARR# 25701) OR APPROVED EQUIVALENT. ALL ANCHORS SHALL BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS. COLD FORMED STRUCTURAL STEEL FRAMING: GENERAL: ALL COLD FORMED STEEL COMPONENTS. SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. STEEL FOR COLD FORMED MEMBERS SHALL HAVE A MINIMUM YIELD STRENGTH OF 50 KSI. STEEL SHALL BE GALVANIZED AT LOCATIONS EXPOSED T9 WEATHER AND WHEREVER NOTED. SCREWED COLD FORMED TO COLD FORMED CONNECTIONS SHALL BE HEX HEAD HILT) "KWIK -PRO" SELF - DRILLING TAPPING SCREWS PER ICC ESR -2196 (LARR # 25678), OR ICC APPROVED EQUIVALENT. SCREW SIZE SHALL BE IIi10 X 3/4* MINIMUM AND MUST PROTRUDE THROUGH AND BEYOND THE CONNECTED STEEL MEMBERS A MINIMUM OF THREE FULL THREADS. SCREWS SHALL. BE INSTALLED WITH A MINIMUM EDGE AND END DISTANCE OF THREE SCREW DIAMETERS. GENERAL NOTES: . VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS AND FIELD CONDITIONS. THE STRUCTURAL CONSTRUCTION DOCUMENTS REPRESENT THE FINISHED STRUCTURE. EXCEPT WHERE NOTED. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE AU. MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE UMITED TO, BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. THE STRUCTURAL ENGINEER OF' RECORD SHALL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S MEANS, METHODS, TECHNIQUES, SEQUENCES FOR PROCEDURE OF CONSTRUCTION, OR THE SAFETY PRECAUTIONS AND THE PROGRAMS INCIDENT THERETO (NOR SHALL OBSERVATION VISITS TO THE SITE INCLUDE INSPECTION OF THESE ITEMS). WHERE REFERENCE IS MADE TO VARIOUS TEST STANDARDS FOR MATERIALS, SUCH STANDARDS SHALL BE THE LATEST EDITION AND /OR ADDENDA.. ANY ENGINEERING DESIGN, PROVIDED BY OTHERS AND SUBMITTED FOR REVIEW, SHALL BEAR THE SEAL OF A REGISTERED ENGINEER RECOGNIZED BY THE BUILDING CODE JURISDICTION OF • THIS PROJECT. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL STRUCTURAL NOTES AND TYPICAL DETAILS. • WHERE NO DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE PROJECT, AND /OR AS PROVIDED FOR IN THE CONTRACT DOCUMENTS. WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL STRUCTURAL NOTES AND SPECIFICATIONS, THE GREATER REQUIREMENTS SHALL GOVERN. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS PRIOR TO START OF CONSTRUCTION. RESOLVE ANY DISCREPANCY WITH THE ARCHITECT. ESTABLISH AND • VERIFY ALL OPENINGS AND INSERTS FOR ARCHITECTURAL, CIVIL, MECHANICAL PLUMBING AND ELECTRICAL ITEMS WITH THE APPROPRIATE TRADE DRAWINGS AND SUBCONTRACTORS PRIOR TO CONSTRUCTION. . TYPICAL DETAILS MAY NOT NECESSARILY BE CUT ON PLANS, BUT APPLY UNLESS NOTED OTHERWISE. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED CONSTRUCTION. LOAD SHALL NOT EXCEED THE DESIGN UVE LOAD PER SQUARE FOOT. OPTIONS ARE FOR CONTRACTOR'S CONVENIENCE. IF AN OPTION IS CHOSEN, CONTRACTOR SHALL BE RESPONSIBLE FOR ALL NECESSARY CHANGES, APPROVALS AND THE COORDINATION OF THE WORK WITH ALL RELATED TRADES AND SUPPUERS. SPECIAL INSPECTION - STRUCTURAL ONLY: SPECIAL INSPECTION IS TO BE PROVIDED FOR THE ITEMS USTED BELOW IN ADDITION TO THE INSPECTIONS CONDUCTED BY THE BUILDING JURISDICTION. "SPECIAL STRUCTURAL INSPECTION" SHALL NOT REUEVE THE OWNER OR THEIR AGENT FROM REQUESTING THE BUILDING JURISDICTION INSPECTIONS REQUIRED BY SECTION 109 OF' THE INTERNATIONAL BUILDING CODE. SPECIAL INSPECTION IS REQUIRED PER CHAPTER 17 FOR THE FOLLOWING: CONCRETE CONSTRUCTION: 1. EXPANSION, EPDXY, ADHESIVE, AND SCREW ANCHORS: DURING THE PLACEMENT OF ALL ANCHORS SHOWN ON STRUCTURAL DRAWINGS. ADDITIONAL INSPECTIONS REQUIRED FOR REPAIR DETAILS SHALL BE PERFORMED AT THE CONTRACTOR'S EXPENSE. A. INSPECTION OF HOLE DIAMETER AND DEPTH. B. INSPECTION OF HOLE CLEANING WITH WIRE BRUSH AND COMPRESSED AIR. C. INSPECTION OF ANCHOR INSTALLATION USING SPECIFIED PRODUCT AND MANUFACTURER'S RECOMMENDED INSTALLATION PROCEDURES. DUTIES AND RESPONSIBIUTIES OF THE SPECIAL INSPECTOR: A. THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK ASSIGNED TO BE CERTAIN IT CONFORMS TO THE APPROVED DESIGN DRAWINGS AND SPECIFICATION. B. THE SPECIAL INSPECTOR IS NOT AUTHORIZED TO APPROVE DEVIATIONS FROM THE DESIGN DRAWINGS OR SPECIFICATIONS, AND ALL DEVIATIONS MUST BE APPROVED BY THE STRUCTURAL ENGINEER OF RECORD PRIOR TO PROCEEDING WITH THE WORK. ALL REQUESTS FOR DEVIATIONS SHALL BE INITIATED BY THE CONTRACTOR VIA WRITTEN REQUEST FOR INFORMATION (RFI). C. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL, AND TO THE ENGINEER OR ' ARCHITECT OF RECORD. ALL DISCREPANCIES SHALL. BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION, THEN, IF UNCORRECTED, TO THE DESIGN AUTHORITY AND THE BUILDING OFFICIAL • . D. CONTRACTOR SHALL PROVIDE THE SPECIAL INSPECTOR ACCESS TO AU. ITEMS REQUIRING SPECIAL INSPECTION. ACCESS SHALL BE PROVIDED BY IN -PLACE LADDERS, SCAFFOLDS, LIFTS AND /OR OTHER EQUIPMENT OPERATED BY E CONTRACTOR'S PERSONNEL AS REQUIRED FOR SAFE OBSERVATION.' ° INSPECTOR IS NOT RESPON IBLE OR AUTHORIZED TO, OPERATE CONTRACTOR'S EQUIPMENT. E. UPON COMPLETION OF THE ASSIGNED WQRK THE ENGINEER OR ARCHITECT SHALL COMPLETE AND SIGN THE APPROPRIATE FORMS CERTIFYING THAT TO THE BEST OF THEIR KNOWLEDGE THE WORK IS IN CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS, AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE CODE. FRONT AND BACK ELEVATIONS 0. ✓- rrr'r'x``````�O 0. 0. rlr,r- rr-.`````` . N. r . „r• (3) N. N. % r- ` . • r N. ■ r- r r- ` r, • rr,. (2) MIDDLE ELEVATION (2) NOTES: 1. COLUMN PER DETAIL 07. 2. SHELF. 3. CARRIAGE FRAME PER DETAIL 01. NOTES: 1. COUJMN PER DETAIL 07. 2. BRACE PER DETAIL 10 TIP. 3. SHELF. 4. CARRIAGE FRAME PER DETAIL 01. MffiGv`LYd, r mi `, i• °,'; "i{Isf' "`f'iiaisssrsTrR aw;. ;4s;r:'",'r, idi: (1) a 36" or 48" PLAN VIEW - MUL11PLE RACKS (2) (2) (Z) DETAILS SHEET DESCRIPTION - -- S1 G.S.N. & MOBILE SHELF PLANS /-(4) '(4) MOBILE SHELF DETAILS 01 -06 . S3 STATIONARY SHELVES C.S.N. PLANS & DETAILS FOR ADDITIONAL INFORMATION SHOWN BUT NOT NOTED, SEE GENERAL STRUCTURAL NOTES ON SHEET S1.1 AND TYPICAL. DETAIL SHEETS. THESE DRAWINGS /CALCULATIONS ARE CONS1ROCTION OR RECORDING UNLESS CONSIDERED pRE,IRY -NOT FOR THE STRUCTURAL ENGINEER OF SIGNATURE. RECORD'S SEAL IS AFFIXED AZ MRITTEN PROJECT NUMBER 12 -385 PROJECT MANAGER RAD /-(4) /-(4) \ consulting structural engineers III CARUSO. TURLEY. SCOTT. INC 1215 West Rio Salado Parkway, Suite 200 Tempe, Arizona 85281 (480) 774 -1700 (774 -1701 FAX) www.ctsaz.com . t SIDE ELEVATION • REVISION N0i77- tl`s* 4 g iy' " !�'+�' drillbit�ia.'% IV Vi:+ 1' �i3• b�ifa'9��4'"i'�Jiii'r7r'r.'iVr' i�4•.1C1H4 .ti r ar pg °ri •'', �,J..t�.(+ 9N�.All.11r %� �� •M.1Y��'�h. �i�'�:':' �rS4�..R.'+fM�1�1.1 NOTES: (3) (4) 1. COLUMNS PER DETAIL 07. 2. BEAM PER DETAIL 09 CONNECTION PER DETAIL 08 11P 3. TRACK PER DETAIL 02, 03, AND 4. SHELF. (1) (2) 7(3) NOTES: 1. CROSS BRACE PER DETAIL 10. 2. COLUMNS PER DETAIL 071W. 3. BEAM TIP SEE DETAIL 09. 4. SHELF. NOTE: POST PLAQUE PER DETAIL 11. RECEIVED JUL 13 2012 PERMIT CENTER LOCATION OF DETAILS DETAILS SHEET DESCRIPTION - -- S1 G.S.N. & MOBILE SHELF PLANS 01 -11 S2 MOBILE SHELF DETAILS 01 -06 . S3 STATIONARY SHELVES C.S.N. PLANS & DETAILS FOR ADDITIONAL INFORMATION SHOWN BUT NOT NOTED, SEE GENERAL STRUCTURAL NOTES ON SHEET S1.1 AND TYPICAL. DETAIL SHEETS. THESE DRAWINGS /CALCULATIONS ARE CONS1ROCTION OR RECORDING UNLESS CONSIDERED pRE,IRY -NOT FOR THE STRUCTURAL ENGINEER OF SIGNATURE. RECORD'S SEAL IS AFFIXED AZ MRITTEN PROJECT NUMBER 12 -385 PROJECT MANAGER RAD PROJECT ENGINEER RAD PROJECT DRAFTER MJN consulting structural engineers III CARUSO. TURLEY. SCOTT. INC 1215 West Rio Salado Parkway, Suite 200 Tempe, Arizona 85281 (480) 774 -1700 (774 -1701 FAX) www.ctsaz.com . r111 -37 ma Tom, DATE :. EMIS /ISSUED MAY 01, 2012 ALDO / SAJO / LL., BID 4 PERMIT JUNE 04, 2612 ISSUED FOR CONSTRUCTION JUNE 25, 2012 ISSUED FOR SITE CONDITION JULY 12, 2012 ISSUED FOR CONSTRUCTION - (2ND. RD.) PRINT DATE : 2012- 07 -12 REVISION THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ALDO GROUP AND ITS ASSOCIATED COMPANIES TO EXPLAIN THE LAYOUT AND SERVICES REQUIREMENTS FOR THE TRADE FIXTURES OR TO EXPLAIN COMPANY CONSTRUCTION STANDARDS. ALL DIMENSIONS SHALL BE VERIFIED ON SITE. ALL ERRORS AND DISCREPANCIES SHALL BE REPORTED TO THE OWNER BEFORE PROCEEDING WITH THE WORK. NO DIMENSIONS SHOULD BE MEASURED ON THE DRAWING. DIMENSIONS AND AREAS ON THIS DRAWING ARE FOR INFORMATION ONLY ALDO G R O U P E 2300 EMILE-BELANGER, MONTREAL QUEBEC, CANADA, H4R 3J4 TEL.: 1514) 747 -2536 FAX: (5141 747 -6504 AL17O . SOUTHGENTER MALL SEATTLE, 1NA MOBILE SHELVES PROJET NO. /PROJECT NO. 2167 DESSINE /DRAWN: MJN ECHELLE /SQA�AL�TED CONCEPT, ANNEE/YEAR: VERIFlE /CHECKED: RAD PAGE: 51 2.dwg, S2, 4/27/2012 9:55:15 AM, dit06 ntgl i (3) BEAM TO POST NOTES: 1. COLUMN. 2. 2 -1/4' DIA RIVITS. 3. BEAM. (1) 11 -659 NO SCALE NOTES: 1. A3' -.03$ THICK BEAM - TYP. 11 -659 NO SCALE NOTES: 1. COLUMN. 2. #10 SCREW EACH CORNER - TYP. 3. 3/4" x 14 GA STRAP. (1) 4. SET RIVET. (2) NOTICE MAXIMUM LOADS SECTION SHELF 300 LB. 50 LB. modal Alwavaliar Owl Oa NOT WE TOR A alp'. NNONIOIO OR WOO OOi910 A OY a101010'ROIIO TOR Mae OlMM1 (1) PLAQUE 11 -659 NO SCALE NOTES: 1. PLAQUE TO BE NOT LESS THAN 50 SQUARE INCHES IN SIZE. POST IN ONE OR MORE CONSPICUOUS LOCATIONS. 11 -659 NO SCALE (1) e/ / (2) 3 3/8" STANDARD TRACK DETAIL NOTES: 1. C -1095 BLUE TEMPERED SPRING STEEL 2. 6061 -T8 ALUMINUM. NOTE: SEE DETAIL 06 FOR ANCHORAGE. 11 -659 NO SCALE ANTI TIP ASSEMBLY (2 PER) 11 -659 NO SCALE NOTES: 1. 2 -3/8" DIA. x 2' EMBED HIL11 KWIK BOLT TZ EVANSON ANCHORS. SPACE AT 12' O.C. TYP AU. TRACKS (LARR ,#25709. 2. WHEEL IS A PERMANENTLY SEALED, SINGLE ROW, RADIAL BALI. BEARING. 3. CORNERS ARE 14GA. WITH A 1 1/2" UP ABOVE THE CARRIAGE SURFACE. NOTE: SEE DETAIL 08 FOR ANCHORAGE. (3) (4) BACK TO BACK COLUMN ViII:1111111118102 i P} INIIIN WINIMI ':i., Ai.T"iRAM ' 'WIINNF ISSWI ISMIK fi: +; ; n4 • y (2) (1) 11 -659 NO SCALE NOTES: 1. POPPED OUT UP FOR SHELF SUPPORT. 2. 18 GA POST. 3. BACK TO BACK COLUMN AS OCCURS. 4. 3 -#10 SCREWS AT BACK TO BACK COLUMNS - EQUAL SPACE. CARRIAGE FRAME 15 MADE OF 14 GAGE GALVM )ZED STEEL - TYP. CARRIAGE BASE 11 -659 NO SCALE NOTES:, 1. C -1095 BLUE TEMPERED SPRING STEEL 2. 0061 -T6 ALUMINUM. CHAIN TRACK DETAIL a• NOTE: SEE DETAIL 06 FOR ANCHORAGE. 11 -659 NO SCALE (1) NM. 1. C -1095 BLUE TEMPERED SPRING STEEL 2. 6061 -T6 ALUMINUM. (2) 4 3/8" a• NOTE: SEE DETAIL 06 FOR ANCHORAGE. r1ii1114 , DATE EMIS /ISSUED MAY 01, 2OI2 ALDO / SAJO ILL., DIL? t PERMIT . JUNE 04, 2012 JUNE 28, 2012 JULY 12, 2012 ISSUED FOR CONSTRUCTION ISSUED PQR SITE CONDITION ISSUED FOR CONSTRUCTION - (2ND. RD.) PRINT DATE X012 -07 -12 NO. DATE I REVISION THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ALDO GROUP AND ITS ASSOCIATED COMPANIES TO EXPLAIN THE LAYOUT AND SERVICES REQUIREMENTS FOR THE TRADE FIXTURES OR TO EXPLAIN COMPANY CONSTRUCTION STANDARDS. ALL DIMENSIONS SHALL BE VERIFIED ON SITE. ALL ERRORS AND DISCREPANCIES SHALL BE REPORTED TO THE OWNER BEFORE PROCEEDING WITH THE WORK. NO DIMENSIONS SHOULD BE MEASURED ON THE DRAWING. DIMENSIONS AND AREAS ON THIS DRAWING ARE FOR INFORMATION ONLY ANTI-TIP TRACK DETAIL REVISION N0:? D 1)=14g 11 -659 NO SCALE pq ibk Q146, 44 11 -659 NO SCALE RECEIVED JUL 13 2012 PERMIT CEN1 ER FOR ADDIIONAL INFORMATION SHOWN BUT NOT NO1E0. SEE GENERAL STRUCTURAL NOTES ON SHEET S1.1 AND TYPICAL DETAIL SHEETS. THESE DRAWINGS /CALCULATIONS ARE CONSTRUCTION OR RECD IQ UNLESS CONSIDERED PRELIMO ftRY -NOT FOR THE STRUCTURAL ENGINEER OF SIGNATURE. RECORD'S SEAL IS AFFIXED . yai WRITTEN PROJECT NUMBER 12 -385 PROJECT MANAGER RAD PROJECT ENGINEER RAD PROJECT DRAFTER MJN CARUSO • TURLEY. SCOTT. INC consulting structural engineers 1215 West Rio Salado Parkway, Suite 200 Tempe, Arizona 85281 (480) 774 -1700 (774 -1701 FAX) www.ctsaz.com ALDO G R O U P E 2300 EMILE - BELANGER, MONTREAL QUEBEC, CANADA, H4R 3J4 TEL: 1514) 747 -2536 FAX: (514) 747 -6504 ALDO SOUTHGENTES MAUL. SEATTLE, WA TITRE/TITLE: MOBILE SHELF DETAILS PROJET NO. /PROJECT NQ. 2161 DESSINE /DRAWN: ECHELLE /� �TED VERIFIE /CHECKED: RAD CONCEPT, ANNEE/YEAR: PAGE:.. • • M06 . 52 y . w GENERAL STRUCTURAL NOTES . BUILDING CWT Applies noted ° 00 on dravkigs. 2009 EDITION OF THE INTERNATIONAL BUILDING CODE, LOADS: LATERAL: SEISMIC: SEISMIC IMPORTANCE FACTOR = 1.0. SHORT PERIOD SPECTRAL ACCELERATION Ss = 1.429. ONE SECOND SPECTRAL ACCELERATION SI ..489. SOIL SITE CLASS D. Ns ...953. Sdi - .493. SEISMIC DESIGN CATEGORY D. RESPONSE MODIFICATION FACTOR (R) IS 4. STRUCTURAL STEEL: GENERAL: ALL CONSTRUCTION PER LATEST AISC STEEL CONSTRUCTION MANUAL AU. MISCELLANEOUS STEEL UNLESS NOTED OTHERWISE SHALL BE ASTM A36 (Fy . 36 KS). EXPANSION ANCHORS: ALL EXPANSIVE ANCHORAGE FOR CONCRETE INSTALLATION ONLY SHALL BE PER HILTI KMIK BOLT TZ EXPANSION ANCHOR (IOC ESR- 1917. LARR 28701) OR APPROVED EQUIVALENT. ALL ANCHORS SHALL BE INSTALLED PER MANUFACTURER RECOMMENDATIONS. COLD FORMED STRUCTURAL STEEL FRAMING: GENERAL: ALL COLD FORMED STEEL COMPONENTS SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WIIH MANUFACTURER'S RECOMMENDATIONS. STEEL FOR COLD FORMED MEMBERS SHALL HAVE A MINIMUM YIELD STRENGTH OF 50 KSI. STEEL SHALL BE GALVANIZED AT LOCATIONS EXPOSED TO WEATHER AND NI'IEREVER NOTED. . SCREWED COLD FORMED TO COLD FORMED CONNECTIONS SHALL BE HEX HEAD HILTI "KWIK -PRO" SELF - DRILLING TAPPING SCREWS PER ICC ESR -2196 (LARR # 25678). OR ICC APPROVED EQUIVALENT, SCREW SIZE SHALL BE 1110 X 3/4" MINIMUM AND MUST PROTRUDE THROUGH AND BEYOND THE CONNECTED STEEL MEMBERS A MINIMUM OF THREE FULL THREADS. SCREWS SHALL BE INSTALLED WITH A MINIMUM EDGE AND END DISTANCE OF THREE SCREW DIAMETERS. GENERAL NOTES: VERIFY AU. DIMENSIONS WITH ARCHITECTURAL DRAWINGS AND FIELD CONDITIONS. THE STRUCTURAL CONSTRUCTION DOCUMENTS REPRESENT THE FINISHED STRUCTURE. EXCEPT WHERE NOTED, THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHAU. INCLUDE, BUT NOT BE UNITED TO, BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. THE STRUCTURAL ENGINEER OF RECORD SHALL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S MEANS, METHODS, TECHNIQUES, SEQUENCES FOR PROCEDURE OF CONSTRUCTION, OR THE SAFETY PRECAUTIONS AND THE PROGRAMS INCIDENT THERETO. (NOR SHALL OBSERVATION VISITS TO THE SITE INCLUDE INSPECTION OF THESE ITEMS). WHERE REFERENCE IS MADE TO VARIOUS TEST STANDARDS FOR MATERIALS. SUCH STANDARDS SHALL BE THE LATEST EDITION AND/OR ADDENDA. ANY ENGINEERING DESIGN, PROVIDED BY OTHERS AND SUBMITTED FOR REVIEW ' SHALL BEAR THE SEAL OF A REGISTERED ENGINEER RECOGNIZED BY THE BUILDING CODE JURISDICTION OF THIS PROJECT. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL STRUCTURAL NOTES AND TYPICAL DETAILS. WHERE NO DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE PROJECT, AND/OR AS PROVIDED FOR IN THE CONTRACT DOCUMENTS. WHERE DISCREPANCIES OCCUR SEMEN PLANS. DETAILS. GENERAL. STRUCTURAL NOTES AND SPECIFICATIONS, 1HE GREATER REQUIREMENTS SHALL GOVERN. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS PRIOR TO START OF CONSTRUCTION. RESOLVE ANY DISCREPANCY WITH THE ARCHITECT. ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR ARCHITECTURAL. CIVIL, MECHANICAL, PLUMBING AND ELECTRICAL ITEMS WITH THE APPROPRIATE TRADE DRAWINGS AND SUBCONTRACTORS PRIOR TO CCNSTRUC' ION. TYPICAL DETAILS MAY NOT NECESSARILY BE CUT ON PLANS, BUT APPLY UNLESS NOTED OTHERWISE. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED CONSTRUCTION. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. OPTIONS ARE FOR CONTRACTOR'S CONVENIENCE. IF AN OPTION IS CHOSEN, CONTRACTOR SHALL BE RESPONSIBLE FOR ALL NECESSARY CHANGES, APPROVALS AND THE COORDINATION OF THE WORK WITH AU. RELATED TRADES AND SUPPUERS. . SPECIAL INSPECTION - STRUCTURAL ONLY: SPECIAL. INSPECTION IS TO BE PROVIDED FOR THE ITEMS USTED BELOW IN ADDITION TO THE INSPECTIONS CONDUCTED BY THE BUILDING JURISDICTION. "SPECIAL STRUCTURAL INSPECTION" SHALL NOT RELIEVE THE OWNER OR THEIR AGENT FROM REQUESTING THE BUILDING JURISDICTION INSPECTIONS REQUIRED BY SECTION 109 OF THE INTERNATIONAL BUILDING CODE. SPECIAL INSPECTION 15 REQUIRED PER CHAPTER 17 FOR THE FOLLOWING: CONCRETE CONSTRUCTION: 1. EXPANSION, EPDXY, ADHESIVE, AND SCREW ANCHORS: DURING THE PLACEMENT OF AU. ANCHORS SHOWN ON STRUCTURAL DRAWINGS. ADDITIONAL INSPECTIONS REQUIRED FOR REPAIR DETAILS SHALL BE PERFORMED AT THE CONTRACTOR'S EXPENSE. A. INSPECTION OF HOLE DIAMETER AND DEPTH. B. INSPECTION OF HOLE CLEANING WITH WIRE BRUSH AND COMPRESSED AIR. C. INSPECTION OF ANCHOR INSTALLATION USING SPECIFIED PRODUCT AND MANUFACTURER'S RECOMMENDED INSTALLATION PROCEDURES. . DUTIES AND RESPONSIBILITIES OF THE SPECIAL INSPECTOR: A. THE SPECIAL. INSPECTOR SHALL OBSERVE THE WORK ASSIGNED TO BE CERTAIN IT CONFORMS TO THE APPROVED DESIGN DRAWINGS AND SPECIFICATION. B. THE SPECIAL INSPECTOR IS NOT AUTHORIZED TO APPROVE DEVIATIONS FROM THE DESIGN DRAWINGS OR SPECIFICATIONS, AND ALL DEVIATIONS MUST BE APPROVED BY THE STRUCTURAL ENGINEER OF RECORD PRIOR TO PROCEEDING WITH THE WORK. ALL REQUESTS FOR DEVIATIONS SHALL BE INITIATED BY THE CONTRACTOR VIA WRTIEN REQUEST FOR INFORMATION (RFT). C. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL, AND TO THE ENGINEER OR ARCHITECT OF RECORD. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION, THEN, IF UNCORRECTED, TO THE DESIGN AUTHORITY AND THE BUILDING OFFICIAL. D. CONTRACTOR SHALL PROVIDE THE SPECIAL INSPECTOR ACCESS TO ALL ITEMS REQUIRING SPECIAL INSPECTION. ACCESS SHALL BE PROVIDED BY IN -PLACE LADDERS, SCAFFOLDS, UFTS AND /OR OTHER EQUIPMENT OPERATED BY THE CONTRACTOR'S PERSONNEL AS REQUIRED FOR SAFE OBSERVATION. INSPECTOR IS NOT RESPONSIBLE OR AUTHORIZED TO OPERATE CONTRACTOR'S EQUIPMENT. . E. UPON COMPLETION OF THE ASSIGNED WORK THE ENGINEER OR ARCHITECT SHALL COMPLETE AND SIGN THE APPROPRIATE FORMS CERTIFYING THAT TO THE BEST OF THEIR KNOWLEDGE THE WORK IS IN CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS, AND THE APPUCABLE WORKMANSHIP PROVISIONS OF THE CODE. �::t.�� tixY;;. , ::`b. , .: r..• �' "" NOTICE MAXIMUM LOADS SECTION SHELF 30�LL.. L.B. 50 LB. 00 NOY M MO A 0111 TWO -IIaf At MOM 0111010 AMsY 1MIOp1010 !Ot MOM MUTATION (4) PLAQUE ROILS: 1. COLUMN. 2. #10 SCREW EACH CORNER - Tm. 3. 3/4" x 14 GA STRAP. (1) 4. SET RIVET. (2) (1) 11 -659 NO SCALE NOTES: 1. PLAQUE TO BE NOT LESS THAN 50 SQUARE INCHES IN SIZE. POST IN ONEATRNS. CONSPICUOUS (1) (2) NI (4) (2) (3) (5) (3) (4) (2) 11 -659 NO SCALE NOTES. 1. COLUMN VAN 2 - 1/4" DIA. SELF-TAPPING SCREWS Z, 2X4 CONTINUOUS. 3. S1EEL•S10 WALL. 4. 2 -1/4" DIA. SELF- TAPPING SCREWS AT EVERY STUD (16" O.C.) 5. SHELWNG POST. STUD HEIGHT STUD SIZE Cr - 15' -0" 3625182 -33 AT 16' O.C. 0' - 17' -0" 3625162-43 AT 16 O.C. O' - 19' -0" 6005182 -33 AT 16" O.C. 0' - 27' -0" 600S162 -43 AT 16" O.C. REQUIRED S1UD SIZES FOR SHELF -L---1- SUPPORT. / MELD VERIFY ALL STUD 11 -659 NO SCALE (2) (2) (3) (1) (2) (3) NOTES: 1. COLUMN. 2. 16 GA BENT PLATE. 3. #10 SCREW TO COLUMN. 4. 2 -3/8" DIA x 2" EMBED HILTI KWIKK BOLT TZ EXPANSION ANCHORS (LARR #25701). C (1) (2) (3) Err ---•• N •I i BEAM (1) 11 -659 NO SCALE NOTES: 1. POPPED OUT UP FOR SHELF SUPPORT. 2. 18 GA POST. 11 -659 NO SCALE NOTES: 1. COLUMN. 2. 2 -1/4" DIA RINTS. 3. BEAM. 11 -659 NO SCALE NOTES: 1. .03 "- .034" THICK BEAM - TYP. 11 -659 NO SCALE 11:11$4 44iwii511tiYii�Vi' iw�c�T1�.• ��' �' 67�tt�{fa'�f�fp1,k16i� li,L;�l��� . '*j3iai1'AINISMCWIiWi+ lint 'aidYT "• 5. 1 .,.. ' THESE DRAWINGS /CALCULATIONS ARE CONSTRUCTION OR RECORDING UNLESS CONSIDERED PRELIMINARY -NOT FOR THE STRUCTURAL ENGINEER OF SIGNATURE. RECORD'S SEAL IS AFFIXED Yet %IRITIEN z-(4) PROJECT MANAGER RAD PROJECT ENGINEER RAD PROJECT DRAFTER MJN CARUSO . TURLEY• SCOTT. INC consulting structural engineers 1215 West Rio Salado Parkway, Suite 200 Tempe, Arizona 85281 (480) 774 -1700 (774 -1701 FAX) www.ctsaz.com L /-(4) • ...._.L _ SIDE ELEVATION (1) (2) (2) (3) (1) (2) FRONT ELEVATION (4) NOTES: 1. COLUMNS PER DETAIL 02. 2. BEAM PER DETAIL 04 CONNECTION PER DETAIL 03 TV. 3. BASE CONNECTION PER DETAIL 01. 4. SHELF. NOTE 1. COLUMN PER DETAIL 02. 2. SHELF. 3. 8MAX TO BOTTOM OF BRACE. 4. BASE CONNECTION PER DETAIL 01. 00 36" or 48" PLAN VIEW - STATIONARY RACKS ■ / \ REVISION N0:? A1�-�48 (1) (2) (5) NO1ES: 1. BEAM PER DETAIL 04. 2. COLUMN PER DETAIL 02. 3. CROSS BRACE PER DETAIL 05. 4. SHELF. (1) (2) REAR ELEVATION NOTES: 1. COLUMN PER DETAIL 02. 2. SHELF. 3. 6' MAX TO BOTTOM OF BRACE. 4. BASE CONNECTION PER DETAIL 01. 5. CROSS BRACE PER DETAIL 05. RECEIVED JUL 13 2012 PERMIT CENTER FOR ADDI710NAL INFORMA110N SHOWN BUT NOT NOTED, SEE GENERAL. STRUCTURAL NOTES ON SHEET S1.1 AND TYPICAL DETAIL SHEETS. THESE DRAWINGS /CALCULATIONS ARE CONSTRUCTION OR RECORDING UNLESS CONSIDERED PRELIMINARY -NOT FOR THE STRUCTURAL ENGINEER OF SIGNATURE. RECORD'S SEAL IS AFFIXED Yet %IRITIEN PROJECT NUMBER 12 -385 PROJECT MANAGER RAD PROJECT ENGINEER RAD PROJECT DRAFTER MJN CARUSO . TURLEY• SCOTT. INC consulting structural engineers 1215 West Rio Salado Parkway, Suite 200 Tempe, Arizona 85281 (480) 774 -1700 (774 -1701 FAX) www.ctsaz.com %AI mil irmaimme. Nob 40.4 DATE EMIS /ISSUED MAY 01, 2012 ALDO / SAJO / Ll., BID 4 .PERMIT JUNE 04, 2012 155tJED FOR CONSTRUCTION JUNE 26, 2012 ISSUED FOR SITE CONDITION JULY 12, 2012 ISSUED FOR CONSTRUCTION - (2ND. RD.) PRINT DATE 2012- 0 /--12 NO.) DATE I REVISION MIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ALDO GROUP AND ITS ASSOCIATED COMPANIES TO EXPLAIN THE LAYOUT AND SERVICES REQUIREMENTS FOR THE TRADE FIXTURES OR TO EXPLAIN COMPANY CONSTRUCTION STANDARDS. ALL DIMENSIONS SHALL BE VERIFIED ON SITE. AU. ERRORS • AND DISCREPANCIES SHALL BE REPORTED TO THE OWNER BEFORE PROCEEDING WITH THE WORK. NO DIMENSIONS SHOULD BE MEASURED ON THE DRAWING. DIMENSIONS AND AREAS ON THIS DRAWING ARE FOR INFORMATION ONLY ALDO C 3 R O U P E 2300 EME.E- BELANGER, MONTREAL QUEBEC, CANADA, H4R 3J4 TEL.: (514) 747 -2586 FAX: (514) 747 -6504 ' ALnO SOUTHGENTER MALL SEATTLE, WA TITRE/TITLE: STATIONARY SHELVES PROJET NO. /PROJECT NO. 2161 DESSINE /DRAWN: MJN ECHELLE/SCALE: NOTED CONCEPT, ANNEE/YEAR: AAO6 VERIFIE /CHECKED: RAP PAGE: ALDOISSUED: AUGUST, 30 2007 RESPONSIBILITY SCHEDULE �j �, `ANDIORD MAW TRIANi"S R>rTTEAD GONiMGTIOR REMARKS X BP BARRICADE PLAN X 5 2 1 PREPARATION FEINTS AND Fri DEMOLITION CEILING PLAN X 1 FIXTURE PLAN •' `• - 134PORARY EJGLOSURE ('IF IN6GISsfRY) • • X 1 C INTERIOR ELEVATIONS X - DEMOLITION X 2A LIGHT FIXTURE SCHEDULE X • • - TENPORARY 4 TB.EPNOts(5EI.6GTRIG. CONSTRUCTION DETAILS X 3B LIGHT BOX DETAILS • • - X 4A STOREFRONT SECTIONS X 4B • • - ASTORMONI' U iSTOREFRONT EXISTING CONCRETE 9LAB • SITE VERIFICATION PLAN X No. MECHANICAL / ELECTRICAL • rug IJ:ve. l PI PAPS AS DEMISING WALL STUDS • • X M —2 MECHANICAL SPECIFICATIONS X teN l NOW BY I.ANDIGRD rotr WALL GYPSUM • • ELECTRICAL/LIGHTING PLAN X E —1 A ELECTRICAL LEGEND EXISTING 6G. TO PATCH EMIR AS TrB ED MUM PARTITION WI114 REWIRED BLOGKIN6 ELECTRICAL PANELS / NOTES X E — 3 ELECTRICAL DETAILS X • FIRE PROTECTION PLAN GYPSUM BOARD MU* No. MECHANICAL / ELECTRICAL S1 MOBILE SHELVES • • - SUSFatDTE7 COLING S3 STATIONARY SHELVES x • • - GLAZING • • - SIGN • • - INTiNRiOR 5I6N • • LENT TE SIGN ILLUMINATE! MARKETING SI6NA6E • • - INTERIOR DOORS . • REFER TO DOOR 5 WASHROOM FIXTURES • • Het Ef 6G. WASHROOM AGGESSORIES • • NEW BY 6G. Rn 2 PAINT • •' - FLOOR MOMS • • - DOOR HARDWARE • • - zMIRROR gair STORE GASH COUNTER • • - FRE 8TANDIN6 MOOR UNITS • • MALL 4 GOT! MN) • • - WALL FIXTURES • • - STOCKROOM SIEI.VING • • - LEA/ ER i°GR MOM • • - ELECTRICAL .u4CTION'aox AT ¢ASH WRAP • • - GASH RESISTER EIVIPMEIT • • - WIRING IN CASH WRAP • • - TELEPHONE DI5ON / WIRING • • - LIMO CONDUIT • • - LIGHT FDCIVIe3 4 EIUI.B • • - P • • Ri OGA'I®BY T.ANDIARD micro B.EG1wcAL DRAWERS eo TNA • • - 56;LIt11f SYSTEM " "+ • • - 5FVAK[ I SYSTEM N/A SPEAKER WIRING •' • - g a R8 2 FIB DEffGT1ON • • - FIRE EXTINGUIS • • - SKIT SYSTEM WAG) • • • REM TO MYHAWGAL NVAG Gam. (TkWMOSTAT) • • - DUCTWORK • • RIM TO hIG1AWGAL DPAYIN65 PLUMBING • • PB'9t TO PLUNEIN6 DRAHWNtl3 SPRINA.ERS • • PIPER TO 5 !R SPRINCI DRINUN5 FILE COPY Permlt No. PlfIn mew approval is subject to errors and omissions. $:71a! of construction documents does not authorize 1, `,ation of . t adopted code or ordinance. Receipt o; . moved i$ acknowledged: By SOUTHCENTER WESTFIELD SEATTLE, WASHINGTON UNIT #: 1525 SPRINKLER NOTE AN AUTOMATIC FIRE SPRINKLER SYSTEM 15 EXISTING WITHIN THIS SPACE. THE CONTRACTOR SHALL REWORK AND MODIFY FOR NEW ROOM LAYOUT AND CEILING HEIGHTS IN CONFORMANCE WITH N.F.PA. 13 STANDARDS AND LOCAL CODES 4 REGULATIONS. ALL WORK SHALL BE DONE BY A QUALIFIED SPRINKLER CONTRACTOR WHO SHALL DESIGN AND PREPARE SHOP DRAWINGS AND SUBMIT THEM TO THE LANDLORD FOR APPROVAL PRIOR TO FABRICATION AND INSTALLATION. SPRINKLER CONTRACTOR SHALL BE LANDLORD APPROVED. ALL SELLING AREA SPRINKLER HEADS MUST BE FULLY RECESSED, USE STANDARD HEADS IN OPEN GEILIN6 CONDITIONS. CENTER SPRINKLER HEADS IN CENTER OF TILE I1MEN USED. SPRINKLER HEADS MUST BE CONGEALED TYPE IN THE DRYWALL CEILING. PROJECT INFORMATION LANDLORD INFORMATION: WESTFIELD LLG 633 SOUTHCENTER MALL SEATTLE, WA 48188 GOHxTrACcT• SCOTT PRIESTER PHONE: - 323.5183849 FAX MALL INFORMATION WESTFIELD SOUTHCENTER MALL 6610 SOUTHCENTER MALL SEATTLE, WA 18188 ANDREW GIARROGCHI PAX 206246.0423 STORE ADDRESS: 6 0 SOUTHCENTER MALL, SPACE # 525 SEATTLE, WA 98188 alrel WA FAX WA CLIENT INFORMATION: THE Al,p0 �EMILE ;MANGER E 5 L, MONTREAL QUESEG, CANADA, H4R 3J4 PROJECT EADER: MARIE - CHANTAL VILLENE)VE FHO : -5812 EXT. 6784 FAX 14 141 -6504 ARCHITECT: AAD:FITCH, INC. 16435 NORTH SCOTTSDALE RD. SUITE 195 SCOTTSDALE, AZ 65254 PHONE: 480.996.4200 FAX 480.968.1223 STRUCTURAL EN6INEZ: CARUSO TURLEY SCOTT INC. 1215 W. RIO SALADO PKWY, SUITE 200 TEMPE, AZ 85281 PHONE: 480.114.1100 FAX 480.714.1101 ELECTRICAL/MECHANICAL EN6I TYPE OF CONSTRUCTION: IIB - FULLY SPRINKL.ERED APPLICABLE CONSTRUCTION CODE 20061 SEATTLE BUILDING CODE 2001 SEATTLE MECHANICAL CODE 2009 INTERNATIONAL PLUMBING CODE 2008 SEATTLE ELECTRICAL CODE 2009 WASHINGTON STATE ENERGY CODE 20061 SEATTLE FIRE CODE ICG /ANSI A 1 11.1 4 ADA. ALL APPLICABLE AND JURISDICTIONAL OR I ES OR AMENDMENTS STATE OF WASHINGTON OCCUPANCY GROUP: GROUP M (MERCANTILE) OCCUPANT LOAD: SALES STOCK AREA � AREA 30 500 1,366 835 30 300 SQUARE FOOTAGE : NET SALES AREA: NET STOREFRONT AREA: NET STOCKROOM AREA: NET WASHROOM AREA: TOTAL NET AREA: GROSS AREA TO LEASE LINE DON FINN CONSULTING ENGINEER 655 WESTPORT PARKWAY, SUITE 300 GRAPEVINE, TX 16051 PHONE: S 17.410.2858 FAX 617.251.641 1 NEER: = * OF OCCUPANTS /VOID AREA\ 0 - 41 OCCUPANTS CTOILET 1 62 I = 0 OGGUP. 0 Ip49 103 445 50 1 647 2,543 sq.ft. sq.ft. sq.ft. sq.ft. sq.ft. sq.ft. SEPARATE PERMIT REQUIRED FOR: Etraechanical I ffiectrical allumbing I.7Gas Piping City of Tukwila BUILDING DIVISION MALI. ADDRESS: 651 SOUTHCENTER MALI.. SEATTLE, INA 16166 LANDLORD NOTES: TENANT 6.C. MUST ABIDE BY ALL RULES AND REGULATIONS AS SET FORTH IN THE TENANT CONSTRUCTION MANUAL. TENANT 6.G. MUST ATTEND A PRE - CONSTRUCTION MEETING WITH MALL OPERATIONS PRIOR TO STARTING ANY WORK. REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NMI:: Revisions will require a new plan submittal and may include additional plan review fees. City Of Tukwila BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE APPROVED 'JUL 12 2012 City of Tukwila BUILDING DIVISION ALDO DATE DRAINING INDEX No. ARCHITECTURAL TS TITLE SHEET X BP BARRICADE PLAN X DM 1 DEMOLITION PLAN 4 ELEVATION X DM 2 DEMOLITION CEILING PLAN X 1 FIXTURE PLAN X 1 A FINISH SCHEDULE X 1 B INTERIOR ELEVATIONS X 1 C INTERIOR ELEVATIONS X 2 REFLECTED CEILING PLAN X 2A LIGHT FIXTURE SCHEDULE X 3 CONSTRUCTION PLAN X 3A CONSTRUCTION DETAILS X 3B LIGHT BOX DETAILS X 4 S.F. PLAN, ELEVATION, 4 DETAILS X 4A STOREFRONT SECTIONS X 4B STOREFRONT DETAILS X 4C GENERAL DETAILS X SV SITE VERIFICATION PLAN X No. MECHANICAL / ELECTRICAL M-1 MECHANICAL PLAN X M —1 A MECHANICAL DEMOLITION PLAN X M —2 MECHANICAL SPECIFICATIONS X P-1 PLUMBING PLAN X E— 1 ELECTRICAL/LIGHTING PLAN X E —1 A ELECTRICAL LEGEND X E — 2 ELECTRICAL PANELS / NOTES X E — 3 ELECTRICAL DETAILS X F -1 FIRE PROTECTION PLAN x No. MECHANICAL / ELECTRICAL S1 MOBILE SHELVES X S2 MOBILE SHELF DETAILS x S3 STATIONARY SHELVES x SEPARATE PERMIT REQUIRED FOR: Etraechanical I ffiectrical allumbing I.7Gas Piping City of Tukwila BUILDING DIVISION MALI. ADDRESS: 651 SOUTHCENTER MALI.. SEATTLE, INA 16166 LANDLORD NOTES: TENANT 6.C. MUST ABIDE BY ALL RULES AND REGULATIONS AS SET FORTH IN THE TENANT CONSTRUCTION MANUAL. TENANT 6.G. MUST ATTEND A PRE - CONSTRUCTION MEETING WITH MALL OPERATIONS PRIOR TO STARTING ANY WORK. REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NMI:: Revisions will require a new plan submittal and may include additional plan review fees. City Of Tukwila BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE APPROVED 'JUL 12 2012 City of Tukwila BUILDING DIVISION ALDO DATE EMIS /ISSUED MAY 01, 2012 ALDO / 5AJO / L.L., BID 4 PERMIT JUNE 04, 2012 ISSUED FOR CONSTRUCTION JUNE 28, 2012 ISSUED FOR SITE CONDITION PRINT DATE 2012 -06 -28 10354 REGISTERED ARCHITECT 6/743/10. BLAIR S. LEACH STATE OF WASHINGTON 4 2012 -06 -28 PER FIELD CONDITIONS 3 2012 -05 -30 PER SAJO COMMENTS 2 2012 -05 -30 PER LANDLORD COMMENTS I 2012 -05 -24 PER ALDO COMMENTS NO. DATE REVISION THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ALDO GROUP AND ITS ASSOCIATED COMPANIES TO EXPLAIN THE LAYOUT AND SERVICES REQUIREMENTS FOR THE TRADE FIXTURES OR TO EXPLAIN COMPANY CONSTRUCTION STANDARDS. ALL DIMENSIONS SHALL BE VERIFIED ON SITE. ALL ERRORS AND DISCREPANCIES SHALL BE REPORTED TO THE OWNER BEFORE PROCEEDING WITH THE WORK. NO DIMENSIONS SHOULD BE MEASURED ON THE DRAWING. DIMENSIONS AND AREAS ON THIS DRAWING ARE FOR INFORMATION ONLY AAD:FITCH, Inc. SPACE NO. 1525 s tAdth'SL s,11�N1:. ITCH P.N. ADO 12005 16435 North Scottsdale Rd. Suite 195 Scottsdale, Arizona 85254 T +1 480 998 4200. F +1 480 998 7223 www.FITCH.com "0416 G R O U P E . 2300 EV ILE, BELANGER, N ONTREAL QUEBEC, CANADA, H4R 3J4 TEL.: (514) 747 -2536 FAX: (514) 747 -6504 PROJET /PROJECT: REVISION N0. 1712--1H ALDO SOUTHCENTER WESTF I ELD SEATTLE, WASHINGTON TITRE /TITLE: I+Ctiv 17► C1TY R OF TUKI'M. LA Jut. 0 5, 2012 PERMIT CENTER PROJET NO. /PROJECT NO. 2161 ECHELLE /SCALE: DESSINE /DRAWN: A.M.J. VERIFIE /CHECKED: K.5. Shopping Town \Cad \2167_1.dwg """aamon BARRICADE WALL CONSTRUCTION 3 54a METAL STUDS INSTALLED @ 16" C/C. %" THICK GYPSUM BOARD, TYPE X, FROM SLAB TO I2-0" A.F.F. BARRICADE HALL DETAIL 3" COVER THE TOP kV HEAVY DUTY PLASTIC SHEETING (MAKE IT CLEAN) BARRICADE PROVIDED BY THE OWNER OR GENERAL CONTRACTOR - TO 5E CONFIRMED AS PER PROJECT CENTERED LOGO & TEXT EQ. 6'-33/8" EQ. ALL LETTERS ARE MITE "MACTAC" VINYL TRANSFERS DIMENSIONS 4 SPECS AS SUPPLIED BY THE ALDO 6ROUP NOTE FONTS FOR COMM OF LOCATION ONLY. THE CONTENT TEXT MAY VARY a 0 FINISH: PAINTED BLACK 110.V A DOUBLE DOOR (2X) 51-0" x -r-ou ALODO OPENING sOql 3, 0 1'-11" '-3" APPLY BEFORE YOUR FRIENDS DO. careers@aldogroup.cors (RESUME REFERENCE: )0000 ALDOSHOES.COM EQUAL JOINTED PINE DOOR MOULDING, FINISH PAINTED SAME AS WALLS EQUAL 7115" 2' -5" ± 28P-4" ALDO'S BARRICADE STOREFRONT JOINTED PINE WOODEN BASEBOARD 3/8" 114. x 4" HIGH, FINISH: PAINTED, "BENJAMIN MOORE' it2121-30 "MITER" OIL BASE SEMI GLOSS BARRICADE FRONT ELEVATION I/4" ILO" LANDLORD NOTES: THIS TYPE OF BARRICADE 15 BY TENANT 6.C. PLEASE PROVIDE A BARRICADE GRAPHICS PACKAGE SEPARATELY FOR REVIEW AND APPROVAL. 28'-4"ALDO'S STOREFRONT BARRICADE BARRICADE PLAN 1/4" = ILO" REVISORNOLL NI` 14 e 9iiiiiii10411.11010•111" REVIEWED FOR DE COMPLIANCE APPROVED 1JUL 1 2 2012 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JUL 0 5 2012 PERMIT CENTER HAOmego \ALDO \AD012005 — South Center Shopping Town \Cad \2167_1.dwg ALDO DATE EMIS/ISSUED MAY 01, 2012 ALDO / SAJO / Li-, BID 4 PERMIT JUNE 04, 2012 ISSUED FOR CONSTRUCTION JUNE 28, 2012 ISSUED FOR SITE CONDITION . PRINT DATE: 2012-06-28 10354 REGISTERED ARCHITECT 6/043/10. BLAIR S. LEACH STATE OF WASHINGTON 4 2012-06-28 FR FIELD CONDITIONS 2 2012-05-50 PER LANDLORD COMMENTS NO. DATE REVISION THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ALDO GROUP AND ITS ASSOCIATED COMPANIES TO EXPLAIN THE LAYOUT AND SERVICES REQUIREMENTS FOR THE TRADE FIXTURES OR TO EXPLAIN COMPANY CONSTRUCTION STANDARDS. ALL DIMENSIONS SHALL BE VERIFIED ON SITE. ALL ERRORS AND DISCREPANCIES SHALL BE REPORTED TO THE OWNER BEFORE PROCEEDING WITH THE WORK. NO DIMENSIONS SHOULD BE MEASURED ON THE DRAWNG. DIMENSIONS AND AREAS ON THIS DRAWING ARE FOR INFORMATION ONLY AAD:FITCH, Inc. FITCH 16435 North Scottsdale Rd. Sulte 195 Scottsdale, Arizona 85254 T+1 480 998 4200 F+1 480 998 7223 www.FITCH.com F.N. ADO 12005 ALDO G R OUP E 2300 ElvILE-BELANGER, ONTREAL QUEBEC, CANADA, H4R 3J4 TEL.: (514) 747-2536 FAX: (514) 747-6504 PROJET/PROJECT: ALDO SOUTHGENTER IAIESTFIELO SEATTLE WASHINGTON TITRE/TITLE: BARRICADE PLAN PROJET NO./PROJECT NO. 2161 DESSINE/DRAWN: A.M.J ECHELLE/SCALE: •••••111.• VERIFIE/CHECKED: K.S. CONCEPT, ANNEE/YEAR: AA06 PAGE: 3' -8" —(E) DEMISING PARTITION TO REMAIN ADJACENT I TENANT REMOVE EXISTING WALL FINISH DOWN TO ORIGINAL DRYWALL SURFACE OF DEMISING WALL. E6: PANELING, WALL COVERING, SLATWALL, FURRING, ETC. ADJACENT I TENANT --(E) DEMISING PARTITION TO REMAIN ALDO t t t f i.� ^•4 q� ~r {rc: 7 M1 Jti S 1 }' �°, � r 4 , jf (' ! t- pp 4., u�S�KF. i. .,311... ... 1 . .w. rigat ,' sl; !x1, (N) DEMISING PARTITION BY LANDLORD (E) PARTITION FURRING TO BE REMOVED (E) STRUCTURAL COLUMN TO REMAIN, EXI5TIN6 COLUMN FURRING TO BE REMOVED (E) PARTITION FURRING TO BE REMOVED ALL (E) FITTING ROOM CARPET FLOOR FINISH TO BE REMOVED IN ITS ENTIRETY. 6.G. TO GLEAN AND PREPARE EXISTING CONCRETE SLAB TO RECEIVE NEW FINISHES, (TYPICAL) (E) PARTITION TO BE REMOVED (E) MALL NEUTRAL TO REMAIN (E) STOREFRONT PARTITION TO BE REMOVED LEASE LINE DATE EMIS /ISSUED MAY 01, 2012 ALDO / SAJO / L.L., BID 4 PERMIT JUNE 04, 2012 ISSUED FOR CONSTRUCTION JUNE 28, 2012 ISSUED FOR SITE CONDITION j(E) FITTING ROOM$ 6.0. TO BE AWARE DEMOLITION IN THIS AREA IS TO BE PERFORMED BY THE LANDLORD IF IT HAS NOT ALREADY SEEN REMOVED. (E) PARTITION TO BE REMOVED NOTE ALL SALES AREA WALL 4 FLOOR FIXTURES ARE TO BE REMOVED IN THIER ENTIRETY. '\—ALL (E) SALES AREA STAINED/POLISHED CONCRETE SEALER TO BE REMOVED IN ITS ENTIRETY. 6.0. TO GLEAN AND PREPARE EXISTING Zit CONCRETE SLAB TO RECEIVE NEV FINISHES, (TYPICAL)--\ (E) STOREFRONT 6LAZIN6 SYSTEM TO BE REMOVED (E) STOREFRONT GLASS ENTRY DOORS TO BE REMOVED MALL 1 (N) DEMISING PARTITION BY LANDLORD DOOR OPENING TO BE PROVIDED BY L.L. (E) STOREFRONT PARTITION TO BE REMOVED ALL (E) FITTING ROOM CARPET FLOOR FINISH TO BE REMOVED IN ITS ENTIRETY. 6.0. TO GLEAN AND PREPARE EXISTING CONCRETE SLAB TO RECEIVE NEW FINI5HE5, (TYPICAL) (N) DEMISING PARTITION BY LANDLORD MALL SERVICE' CORRIDOR —(E) PARTITION FURRING TO BE REMOVED REMOVE EXISTING GASHWRAP 4 BACKWRAP- LEASE LINE (E) STOREFRONT GLAZING SYSTEM TO BE REMOVED PRINT DATE 2012 -06 -28 (E) STRUCTURAL COLUMN TO REMAIN, EXISTING COLUMN FURRING TO BE REMOVED (E) PARTITION FURRING TO BE REMOVED G m _ vh lii'f DEMOLITION PLAN SCALE I /4''= I' -0' PORTION OF REAR DEMISING PARTITION TO BE REMOVED S 1 � a y r+ r F v s r 1 I1,17r�n' ;1 9 tt r5 cgY¢ R —(E) DEMISING PARTITION TO REMAIN ADJACENT I TENANT (E) STRUCTURAL COLUMN TO REMAIN FLOOR FINISHES : REMOVE AND DISPOSE OF ALL EXISTING FLOOR FINISHES (CARPET, V.G.T., CERAMIC TILE, WOOD FLOORING, ETC) INCLUDING REMOVAL OF ALL ADHESIVES /BONDING AGENTS THAT ARE FOUND UNDER THE EXISTING FLOOR FINISHES. EXISTING SLAB MUST BE GLEAN, PATCH, 4 REPAIRED AND READY TO RECEIVE NEW FLOOR FINISHES. PARTITIONS : REMOVE AND DISPOSE OF ALL PARTITIONS (DRYWALL, BLOGKWALL, ETC) AND RELATED ATTACHMENT ACCESSORIES AS OUTLINED ON THE DRAWINGS. CEILINGS : REMOVE AND DISPOSE OF ALL CEILING (ACOUSTIC TILE, DRYWALL, ETC) AND RELATED ATTACHMENT ACCESSORIES A5 OUTLINED ON THE DRAWINGS. STOREFRONT : REMOVE AND DISPOSE OF ALL STOREFRONT ITEMS (GLAZING, GLASS DOORS, SLIDING DOOR GRILLES, ETC) AND RELATED ATTACHMENT ACCESSORIES AS OUTLINED ON THE DRAWINGS. FIXTU E5 REMOVE AND DISPOSE OF ALL FLOOR FIXTURES, DISPLAY RACKS, CASH COUNTERS, WALL HANGINGS SYSTEMS, STORAGE UNITS, PLATFORMS, ETC., AS OUTLINED ON THE DRAWINGS. ELECTRICAL : SUB —TRADE IS TO GUT —OFF ELECTRICAL POWER. REMOVE AND DISPOSE OF ALL ELECTRICAL ITEMS SUCH AS (ELECTRICAL FIXTURES, WIRING, OUTLETS CONDUITS, ETC) EXCEPT: TRANSFORMERS, PANELS, DISCONNECT SWITCHES AND MAIN FEEDER LINE. HV HVAG SUB —TRADE IS TO EXECUTE WORKS IF PARTIAL MODIFICATIONS ARE REQUIRED TO EXISTING DUCTWORK, DEMOLITION SUB —TRADE IS TO EXECUTE THE FOLLOWING REMOVE ALL GRILLES/DIFFUSERS, FLEXIBLE DUCTWORK, AND RIGID DUCTWORK (IF RIGID DUCTWORK 15 REMOVED IN TOTALITY). ALL HVAG EQUIPMENT SUCH A5; ROOF TOP UNITS, V.A.V. 13OXE5; COMPRESSORS, CONDENSERS, CONTROL WIRING, ETC. ARE TO BE REMOVED BY HVAG SUB— TRADE. PLUMBING ALL DEMOLITION WORKS PERTAINING TO THE PLUMBING WORKS 15 TO BE EXECUTED BY THE PLUMBING SUB— TRADE. SPRINKLER ALL DEMOLITION WORKS PERTAINING TO THE SPRINKLERS WORKS 15 TO BE EXECUTED BY THE SPRINKLER SUB—TRADE. 6ENERAL NOTrA 6.G. MUST VERIFY ALL SITE CONDITIONS BEFORE REMOVAL BEGINS. 6.G. CONTRACTOR SHALL COMPLETE SITE SURVEY AND GHEKLIST ON SHELL PLAN SUPPLIED BY TENANT, TRANSCRIBE ALL CRITICAL DIMENSIONS IN PLAN , SECTION AND OF DETAILS OF DEMISING WALL GAPS AND BULKHEAD, FORWARD IMMEDIATELY TO TENANT. 6.G. WILL VERIFY ALL EXISTING SITE CONDITIONS AND ENSURE THAT THE DEMOLITION DOES NOT INTERFERE WITH THE NEW DESIGN CONCEPT. IN THE CASE OF A RENOVATION OF AN EXISTING ALDO GROUP STORE , ALL ELECTRICAL ACCESSORIES, SUSPENDED FIXTURES, STOCKROOM SHELVING OR SHELVING SYSTEM REMAIN THE PROPERTY OF THE ALDO GROUP. 6.G. MUST ADVISE THE ALDO GROUP BEFORE DISPOSING OF ANY ITEMS. 6.G. MUST ENSURE THAT NO DAMAGE IS DONE TO REMAINING PARTS OF BUILDING. 6.0. MUST FURNISH AND INSTALL BOARDING AT STOREFRONT AND MUST CONFORM WITH THE MALL CRITERIA. 6.G. MUST ENSURE THAT EXISTING SPRINKLER SYSTEM 15 ADAPTED TO NEV DESIGN, AND MUST COORDINATE ALL WORK WITH MECHANICAL AND ELECTRICAL, PLUMBING. CONTRACTOR SHALL PATCH AND REPAIR ALL EXISTING WORK TO BE REUSED WHICH 15 AFFECTED BY DEMOLITION. IF ASBESTOS APPLIED BY PROJECTION OR TROWEL IS FOUND DURING DEMOLITION, HALT ALL RELATED WORK AND ADVISE TENANT IMMEDIATELY. ALL DEMOLITION WORK MUST BE PERFORMED BY RELATED SUB -TRADE CONTRACTOR AS OUTLINED ON THE DRAWINGS INCLUDING BUT NOT LIMITED TO THE FOLLOWING : REMOVE EXISTING WALL FINISH DOWN TO ORIGINAL DRYWALL SURFACE OF DEMISING WALL. E6: PANELING, WALL COVERING, SLATWALL, FURRING, ETC. WALL TYPE LEGEND ‘,‘„‘,4,44(..,G, DEMISING WALL AND COLUMNS EXISTING WALL TO REMAIN WALL TO BE REMOVED GENERAL CONTRACTOR NOTE 6.G. SHALL MAINTAIN EXIST. EXITS AS REQUIRED BY LOCAL AUTHORITY. 6.G. SHALL MAINTAIN @ THE JOBSITE DURING DEMOLITION 4 CONSTRUCTION A MIN. OF I- 2AIOBG FIRE EXTINGUISHER WITH 15 FEET OF WORK. 6.G. SHALL REMOVE DEBRI DAILY — COORDINATE W/ MALL PROPERTY MANAGEMENT. 6.0. SHALL DISPOSE OF DEBRI IN A LAWFUL MANNER 4 WHEN REQUIRED BY LOCAL AUTHORITY PARTICIPATE IN RECYCLING PROGRAM(5). IT I5 6.0. RESPONSIBILITY TO SHORE OR OTHERWISE BRACE/PROTECT EXISTING ITEMS TO REMAIN. G.G. SHALL MAINTAIN THE FIREPROOFING OF ALL STRUCTURAL ELEMENTS AS REQUIRED BY CODE. ANY DAMAGE TO EXISTING FIREPROOFING SHALL BE REPAIRED/ REPLACED BY CONTRACTOR. PRIOR TO SAWCUTTING OR GOREDRILLIN6 THE EXISTING, CONCRETE SLAB. G.G. SHALL PERFORM NON — DESTRUCTIVE TESTING TO LOCATE REINFORCING WITHIN SLAB 4 OTHER UTILITIES THAT MAY BE BELOW SLAB. G.C. SHALL OBTAIN LANDLORD APPROVAL PRIOR TO PERFORMING ANY SAWGUTTIN6 OR GORE DRILLING. IF ANY UTILITIES OR MAJOR STRUCTURAL REINFORCING 15 IN CONFLICT W/ NEW WORK. G.G. SHALL NOTIFY TENANT 4 ARCHITECT IMMEDIATELY. (E) BULKHEAD TO REMAIN (E) STOREFRONT TENANT FACADE TO BE REMOVED (E) STOREFRONT GLAZING SYSTEM TO BE REMOVED (E) CHANNEL REVEAL TO BE REMOVED (E) NEUTRAL PIER TO REMAIN (E) STOREFRONT PARTITION TO BE REMOVED ADJAGENTI TENANT —(E) DEMISING PARTITION TO REMAIN (E) STOREFRONT PARTITION TO BE REMOVED (E) MALL NEUTRAL TO REMAIN (E) STOREFRONT 516NA6E (E) STOREFRONT (E) STOREFRONT TO BE REMOVED IN ITS GLAZING SYSTEM TENANT FACADE TO ENTIRETY TO BE REMOVED BE REMOVED II piiiiii ril7 0 /// 7 —III ,, /� /// n t____= I / / I / //� / T I 11 /i / / II / / /�/ 0 ) qa 1/I— / �� //1 //' i) ,/ �/ / ��,! / // �I / / e /77 r /%' // it /� /� // /41/ 1 1 / i // / V/11 ( // // / 1 e k „/ ,1 1 / I / // / I I, /// i 1 ,i,\ %' 111 / /�r 1 / /�/i - 11 \// ULF / / //ail /�/ �// I /,/f I 1 \ / / /// /� / /ll I /i / //� / • LL (E) STOREFRONT GLAZING SYSTEM TO BE REMOVED DEMOLITION ELEVATION SCALE 1/4'= I' -0' (E) STOREFRONT PARTITION TO BE REMOVED (E) STOREFRONT GLASS ENTRY DOORS TO BE REMOVED REGISTERED ARCHITECT (E) BULKHEAD TO REMAIN —(E) CHANNEL REVEAL TO BE REMOVED (E) NEUTRAL PIER TO REMAIN (E) STOREFRONT PARTITION TO BE REMOVED (E) STOREFRONT GLAZING SYSTEM TO BE REMOVED- REVISIONI�O.�- -77 bk)_ e REVIEWED FOR DE COMPLIANCE APPROVED IJUL 12 2012 6/0413/10 BLAIR S. LEACH STATE OF WASHINGTON 4 2012 -06 -28 PER FIELD CONDITIONS 5 2012 -05 -50 PER SAJO COMMENTS NO. DATE REVISION THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ALDO GROUP AND ITS ASSOCIATED COMPANIES TO EXPLAIN THE LAYOUT AND SERVICES REQUIREMENTS FOR THE TRADE FIXTURES OR TO EXPLAIN COMPANY CONSTRUCTION STANDARDS. ALL DIMENSIONS SHALL BE VERIFIED ON SITE. ALL ERRORS AND DISCREPANCIES SHALL BE REPORTED TO THE OWNER BEFORE PROCEEDING WITH THE WORK. NO DIMENSIONS SHOULD BE MEASURED ON THE DRAWING. DIMENSIONS AND AREAS ON THIS DRAWING ARE FOR INFORMATION ONLY AAD:FITCH, Inc. PITCH 16435 North Scottsdale Rd. Suite 195 Scottsdale, Arizona 85254 T +1 480 998 4200 F +1 480 998 7223 www.FITCH.com P.N. AD012005 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKVVILA JUL 052012 PERMIT CENTER H: \Omega \ALDO \AD012'i35 — South Center Shopping Town \Cad \2167_1.dwg ALDO G R 0 UP E 2300 Ev ILE- BELA \GER, MONTREAL QUEBEC, CANADA, H4R 3J4 TEL.: (514) 747 -2536 FAX: (514) 747 -6504 PROJET /PROJECT: ALDO SOUTHGENTER YVEST1 I ELD SEATTLE, WASH I NGTON TITRE /TITLE: DEMOLITION PLAN 4 ELEVATION PROJET NO. /PROJECT NO. 2161 DESSINE /DRAWN: A.M.J. ECHELLE /SCALE: VERIFIE /CHECKED: K.S. CONCEPT, ANNEE /YEAR: AA06 PAGE: DM I (E) SPRINKLER HEAD (TYP) (w DEMISING PARTITION TO REMAIN 1 ADJACENT TENANT (E) SPRINKLER LINE. G.C. TO REFER TO SPRINKLER DRAWIN65 FOR MORE INFO. CONCERNING PROPOSED SCOPE OF WORK. (TYP) a � w, di ef 1 1= , -.1 !F SY `x.v t •�tF' -1.3 „fit !:i (E) ELECTRICAL CONDUIT. G.C. TO REFER TO ELECTRICAL DRAWINGS FOR MORE INFO. CONCERNING PROPOSED SCOPE OF WORK. (TYP) (E) HARD -LID CEILING, GYP. BD. SOFFITS, 4 LIGHT FIXTURES TO BE REMOVED IN THEIR ENTIRETY ALL EXISTING GEILIN6 ACCESS PANELS ARE TO BE REMOVED IN THEIR ENTIRETY. (rrP) (E) SPRINKLER LINE. G.C. TO REFER TO SPRINKLER DRAWINGS FOR MORE INFO. CONCERNING PROPOSED SCOPE OF WORK. (TYP) ADJACENT TENANT DEMISING PARTITION TO REMAIN xa r 7} � i F li':' a a ex 1 r } d + 1 ! r 4 rI i b `� Y- J17. I °S' Y"� r� ? x I f s: �, e 1 e'S �a 1 i r fah * i dS .+f V., (E) MECHANICAL DUCTS d EQUIPMENT. 5E MECHANICAL DRAWINGS FOR DETAILS. (TYP) 6.G. TO BE AWARE DEMOLITION IN THIS AREA 15 TO BE PERFORMED BY THE LANDLORD IF IT HAS NOT ALREADY BEN REMOVED. (E) HARD -LID CEILING, GYP. BD. SOFFITS, 4 LIGHT FIXTURES TO BE REMOVED IN THEIR ENTIRETY (E) HVAG EQUIPMENT. SEE MECHANICAL DRAWINGS FOR DETAILS. (TYP) NOTE: ALL EXISTING EMERGENCY LIGHTING, EXIT SIGNA6E, 4 SOUND SYSTEM EQUIPMENT ARE TO BE REMOVED IN THEIR ENTIRETY, UNLESS OTHERWISE NOTED. FOR MECHANICAL, ELECTRICAL, HVAG AND SPRINKLER MODIFICATIONS AND REMOVAL, REFER TO ENGINEERS DRAWINGS (E) MECHANICAL DUCTS 4 EQUIPMENT. SEE MECHANICAL DRAWINGS FOR DETAILS. (TYP) (E) SPRINKLER LINE. 6.C. TO REFER TO SPRINKLER DRAWINGS FOR MORE INFO. CONCERNING PROPOSED SCOPE OF WORK. (TYP) ■ EASE LINE ) STOREFRONT LIGHT FIXTURES 8 TRACK TO BE REMOVED ALDO DATE EMIS ISSUED MAY 01, 2012 ALDO / SAJO / LL, BID 4 PERMIT JUNE 04, 2012 ISSUED FOR CONSTRUCTION JUNE 28, 2012 ISSUED FOR SITE CONDITION ) STOREFRONT LIGHT FIXTURES TO BE REMOVED IN THEIR ENTIRETY. ALL EXISTING CEILING ACCESS PANELS ARE TO BE REMOVED IN THEIR ENTIRETY. (TYP) MALL BULKHEAD MALL NOTE 6.G. TO BE AWARE THAT ALL RECESSED DOWN LIGHTS IN THE FITTING ROOM AREA ARE TO BE REMOVED IN THEIR ENTIRETY. NOTE: ALL EXISTING LIGHT FIXTURES 4 TRACK ARE TO BE REMOVED IN THEIR ENTIRETY, UNLESS OTHERWISE NOTED. (E) RECESSED STOREFRONT LIGHT FIXTURES TO BE REMOVED IN THEIR ENTIRETY (TYP) (E) MECHANICAL DUCTS 4 EQUIPMENT SEE MECHANICAL DRAWINGS FOR DETAILS. (TYP) ) MALL BULKHEAD E) STOREFRONT LIGHT FIXTURES TO BE REMOVED IN THEIR ENTIRETY. PRINT DATE 2012 -06 -28 MALL SERVICE) CORRIDOR —LEASE LINE AF?;-i+,r, (E) DEMISING PARTITION TO REMAIN (E) PLUMBING LINE, 6.0. TO REFER TO ENGINEERING DRAWINGS FOR MORE INFO. ADJACENT! TENANT (E) MECHANICAL DUCTS 4 EQUIPMENT. SEE MECHANICAL DRAWINGS FOR DETAILS. (TYP) (E) SPRINKLER LINE. 6.G. TO REFER TO SPRINKLER DRAWINGS FOR MORE INFO. GONGERNINti PROPOSED SCOPE OF WORK. (TYP) ALL EXISTING CEILING ACCESS PANELS ARE TO BE REMOVED IN THEIR ENTIRETY. (TYP) (E) HARD -LID CEILING, 6YP. BD. SOFFITS, 4 LIGHT FIXTURES TO BE REMOVED IN THEIR ENTIRETY (E) MECHANICAL DUCTS 4 EQUIPMENT. SEE MECHANICAL DRAWINGS FOR DETAILS. (TYP) ADJACENT TENANT DEMISING PARTITION TO REMAIN DEMOLITION GEILIN6 PLAN SCALE 1/4"21'-0" FLOOR FINISHES : REMOVE AND DISPOSE OF ALL EXISTING FLOOR FINISHES (CARPET, V.G.T., CERAMIC TILE, WOOD FLOORING, ETC.) INCLUDING REMOVAL OF ALL ADHESIVES/BONDING AGENTS THAT ARE FOUND UNDER THE EXISTING FLOOR FINISHES. EXISTING SLAB MUST BE GLEAN, PATCH, 4 REPAIRED AND READY TO RECEIVE NEW FLOOR FINISHES. }'ARTITIONS REMOVE AND DISPOSE OF ALL PARTITIONS (DRYWALL, BLOGICWALL, ETC) AND RELATED ATTACHMENT ACCESSORIES AS OUTLINED ON THE DRAWINGS. CEILINGS : REMOVE AND DISPOSE OF ALL CEILING (ACOUSTIC TILE, DRYWALL, ETC) AND RELATED ATTACHMENT ACCESSORIES AS OUTLINED ON THE DRAWINGS. STOREFRONT: REMOVE AND DISPOSE OF ALL STOREFRONT ITEMS (GLAZING, GLASS DOORS, SLIDING DOOR GRILLES, ETC) AND RELATED ATTACHMENT ACCESSORIES AS OUTLINED ON THE DRAWINGS. FIXTURES : REMOVE AND DISPOSE OF ALL. FLOOR FIXTURES, DISPLAY RACKS, GASH COUNTERS, WALL HANGINGS SYSTEMS, STORAGE UNITS, PLATFORMS, ETC., AS OUTLINED ON THE DRAWINGS. ELECTRICAL : SUB -TRADE IS TO GUT -OFF ELECTRICAL POWER. REMOVE AND DISPOSE OF ALL ELECTRICAL ITEMS SUCH AS (ELECTRICAL FIXTURES, WIRING, OUTLETS CONDUITS, ETC) EXCEPT: TRANSFORMERS, PANELS, DISCONNECT SWITCHES AND MAIN FEEDER LINE. HVAG : HVAC SUB -TRADE 15 TO EXECUTE WORK5 IF PARTIAL MODIFICATIONS ARE REQUIRED TO EXISTING DUCTWORK, DEMOLITION SUB -TRADE 15 TO EXECUTE THE FOLLOWING: REMOVE ALL GRILLES /DIFFUSERS, FLEXIBLE DUCTWORK, AND RIGID DUCTWORK (IF RIGID DUCTWORK 15 REMOVED IN TOTALITY). ALL HVAG EQUIPMENT SUCH AS; ROOF TOP UNITS, V.A.V. BOXES, COMPRESSORS, CONDENSERS, CONTROL WIRING, ETC. ARE TO BE REMOVED BY HVAG SUB- TRADE. PLUMBING : ALL DEMOLITION WORKS PERTAINING TO THE PLUMBING WORKS 15 TO BE EXECUTED BY THE PLUMBING SUB- TRADE. INKLER : ALL DEMOLITION WORKS PERTAINING TO THE SPRINKLERS WORKS 15 TO BE EXECUTED BY THE SPRINKLER SUB- TRADE. GENERAL NOTES: 6.G. MUST VERIFY ALL SITE CONDITIONS BEFORE REMOVAL BEGINS. 6.G. CONTRACTOR SHALL COMPLETE SITE SURVEY AND CHEKLIST ON SHELL PLAN SUPPLIED SY TENANT, TRANSCRIBE ALL CRITICAL DIMENSIONS IN PLAN , SECTION AND OF DETAILS OF DEMISING WALL GAPS AND BULKHEAD, FORWARD IMMEDIATELY TO TENANT. 6.C. WILL VERIFY ALL. EXISTING SITE CONDITIONS AND ENSURE THAT THE DEMOLITION DOES NOT INTERFERE WITH THE NEW DESIGN CONCEPT. IN THE CASE OF A RENOVATION OF AN EXISTING ALDO GROUP STORE , ALL ELECTRICAL ACCESSORIES, SUSPENDED FIXTURES, STOCKROOM SHELVIN6 OR SHELVING SYSTEM REMAIN THE PROPERTY OF THE ALDO GROUP. 6.C. MUST ADVISE THE ALDO GROUP BEFORE DISPOSING OF ANY ITEMS. G.C. MUST ENSURE THAT NO DAMAGE IS DONE TO REMAINING PARTS OF BUILDING. 6.G. MUST FURNISH AND INSTALL BOARDING AT STOREFRONT AND MUST CONFORM WITH THE MALL CRITERIA. G.C. MUST ENSURE THAT EXISTING SPRINKLER SYSTEM 15 ADAPTED TO NEW DE5I6N, AND MUST COORDINATE ALL WORK WITH MECHANICAL AND ELECTRICAL, PLUMBING. CONTRACTOR SHALL PATCH AND REPAIR ALL EXISTING WORK TO BE REUSED WHICH 15 AFFECTED BY DEMOLITION. IF ASBESTOS APPLIED BY PROJECTION OR TROWEL IS FOUND DURING DEMOLITION, HALT ALL RELATED WORK AND ADVISE TENANT IMMEDIATELY. ALL DEMOLITION WORK MUST BE PERFORMED BY RELATED SUB -TRADE CONTRACTOR AS OUTLINED ON THE DRAWINGS INCLUDING BUT NOT LIMITED TO THE FOLLOWING GENERAL CONTRACTOR NOTE: 6.G. SHALL MAINTAIN EXIST. EXITS A5 REQUIRED BY LOCAL AUTHORITY. G.C. SHALL MAINTAIN ® THE JOBSITE DURING DEMOLITION 4 CONSTRUCTION A MIN. OF I- 2A IOBC FIRE EXTINGUISHER WITH 15 FEET OF WORK. G.G. SHALL REMOVE DEBRI DAILY - COORDINATE W/ MALL PROPERTY MANAGEMENT. 6.C. SHALL DISPOSE OF DEBRI IN A LAWFUL MANNER d WHEN REQUIRED BY LOCAL AUTHORITY PARTICIPATE IN RECYCLING PRO5RAM(5). IT IS 6.C. RESPONSIBILITY TO SHORE OR OTHERWISE BRACE/PROTECT EXISTING ITEMS TO REMAIN. G.G. SHALL MAINTAIN THE FIREPROOFING OF ALL STRUCTURAL ELEMENTS AS REQUIRED BY CODE. ANY DAMAGE TO EXISTING FIREPROOFING SHALL BE REPAIRED/ REPLACED BY CONTRACTOR. PRIOR TO SAWGUTTIN6 OR COREDRILLIN6 THE EXISTING, CONCRETE SLAB. G.C. SHALL PERFORM NON - DESTRUCTIVE TESTING TO LOCATE REINFORCING WITHIN SLAB .4 OTHER UTILITIES THAT MAY BE BELOW SLAB. 6.C. SHALL OBTAIN LANDLORD APPROVAL PRIOR TO PERFORMING ANY SAWGUTTIN6 OR GORE DRILLING. IF ANY UTILITIES OR MAJOR STRUCTURAL REINFORCING 15 IN CONFLICT W/ NEW WORK. 6.G. SHALL NOTIFY TENANT 4 ARCHITECT IMMEDIATELY. G.C. SHALL PROTECT IN PLACE ALL UTILITY LINES 4 EQUIPMENT THAT SERVES OTHER TENANT'S WITHIN THE MALL. 6.C. TO VERIFY W/ MALL MANAGEMENT $ IN THE CASE OF CONFLICT W/ NEV WORK, NOTIFY ARCHITECT * TENANT IMMEDIATELY. REVISION N0:1 bklftwitlik8 ,REVIEWED FOR +ODE COMPLIANCE APPROVED 'JUL 12 2012 City of Tukwila BUILDING DIVISION RECEIVE) CITY OF TUKVVILA JUL 05 2012 PERMIT CENTER H: \Omega \ALDO \AD012005 — South Center Shopping Town \Cad \2167_1.dwg 6/7$/1'.2 BLAIR S. LEACH STATE OF WASHINGTON 4 2012 -06 -28 PER FIELD CONDITIONS NO. DATE REVISION THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ALDO GROUP AND ITS ASSOCIATED COMPANIES TO EXPLAIN THE LAYOUT AND SERVICES REQUIREMENTS FOR THE TRADE FIXTURES OR TO EXPLAIN COMPANY CONSTRUCTION STANDARDS. ALL DIMENSIONS SHALL BE VERIFIED ON SITE. ALL ERRORS AND DISCREPANCIES SHALL BE REPORTED TO THE OWNER BEFORE PROCEEDING WITH THE WORK. NO DIMENSIONS SHOULD BE MEASURED ON THE DRAWING. DIMENSIONS AND AREAS ON THIS DRAWING ARE FOR INFORMATION ONLY AAD:FITCH, Inc. FITCH 16435 North Scottsdale Rd. Suite 195 Scottsdale. Arizona 85254 T +1 480 998 4200 F +1 480 998 7223 www.FITCH.com P.N. ADO12005 ALDO G R O U P E 2300 ENILE- BELA \GER, MONTREAL QUEBEC, CANADA, H4R 3J4 TEL: (514) 747 -2536 FAX: (514) 747 -6504 PROJET /PROJECT: ALDO SOUTHGENTER WESTF I ELI, SEATTLE, WASH I NGTON TITRE /TITLE: DEMOLITION CEILING PLAN PROJET NO. /PROJECT NO. 2161 DESSINE /DRAWN: A.M.J. ECHELLE /SCALE: VERIFIE /.CHECKED: K.S. CONCEPT, ANNEE /YEAR: AA06 PAGE: DM2 Mobilier / Furniture, Aldo Apri1-15 -12 Concept: AA 06 DETAIL DESCRIPTION 0A60 Led front Ilte storefront sign O062 Illuminated suspended grey bladesip 1015 12feet x Sfeet q hch high backbtr kit with 144hch x 53 3 /8hch high 1K02 Left hand regular double cash kit 2A00 TTIcal women shoe set-up 2A01 Tipk:al men shoe set -up 2600 Tipical handbag set-up 2801 Narrow handbag set-up 2D01 iqh. Wide freestaidhg wall mirror 2R02 TYPE R - I ift. Starter double armoire with white top back panel 2R06 TYPE R - I Wt. Starter triple armore with white top back panel 2808 TYPE R - I Ift. Add -on triple armoire with he top back panel 2U11 TYPE U - Sft. i h. Narrow add-on armoire 2V10 lift high Starter accessory armoire 3A22 40h. Low parson table 3A30 40h. Wile G metal table 5E302 56h. Bench 3603 ISh. x 16h. Bench plug h 3000 Corporate Store Accessory rack wth 6 grilles 3010 Floor espadrille grille kit 3KOI 6ft. Long display We kit with one side openhg 3K03 4ft. Long display tthle kit with one side opening 5A31 40h. Window display table SHOO Geling display track 5603 12h. Tube poster support system 5X03 Wall mounted I44hch wide x 53 3/8 hch high Iightbox 1A00 Melamhe stockroom shelving ?600 Supply armoire O TM RE R* TO MASTER DETAIL BOOK ® TM FOR SPECIAL UNIT, SE: PME FD-I CI TA6 FOR 'R6.OGATED / NEW 1 MODIFIED' UNIT (STANDARD Cr SPECIAL) lghhtbox Mobilier / Furniture, Groupe Aldo April 15th 2012 Concept: GA 05 DETAIL DESCRIPTION .SPOT Mobile Shelving GIlboard .8P51 24h x 016h Staff Locker 8A00 12h. Deep Shoes section Tips A SAO I I5h. Deep Shoes section Type A 8A02 24h. Deep Shoes section Tire A 8A03 28h. Deep Shoes section Tlpe A 8G22 12h. Wide Shoes mobile section Type G 8042 gbh. Wide Shoes mobile section Type G 8600 12h. Deep Accessories section Tlpe 6 8101 I5h. Deep Marketing section Type 1 SJOI 15h. Deep Y.P. section Type J SKOI 15h. Deep Shopphg bogs section Type K 8N00 12h. Deep MP3 aid microwave section Type N 85D02 24h. Deep E Commerce 514;phg Desk Tlpe 5D 8V0I 20h. Deep Accessory with doors Type V Q TM REINS TO MASTER DETAIL BOOK 0) TA6 r-OR SPECIAL UNIT, SE: PME FD-I C3 The FOR 'MADAM / NEW 1 MODIFIED' UNIT (STANDARD or SPECIAU G.C. 15 REWIRED TO INSTALL A WATERPROOF MEMBRANE IN ALL WET AREAS OF THE SPADE. TENANT SHALL USE A 30 MIL. POLYETHYLENE CLEAVAGE MEMBRANE (EQUAL TO NOBLESEAL T5) INSTALLED PER MANUFACTURES RECOMMENDATIONS AND ANSI A.I08. MEMBRANE MUST BE EXTENDED UP THE WALL A MINIMUM OF 4" OR EQUAL TO THE HEIGHT OF THE FLOOR BASE. (tU ADA GRAB BARS, REFER TO DETAIL TOILET 1 (LAVATORY 5TOGKRXI4 5F8.VIN61 CAPACITY NEW SHELVING FOR SHOES NEV SHELVING FOR 5HOE5 NEW SHELVING FOR SHOES NEW SHELVING FOR SHOES NEW SHELVING MOBILE TYPE NEV SHELVING MOBILE TYPE OTHER 5HELVIN6 TYPE, WITH SHOE BOXES * OTHi R SHELVING TYPE, WITH SHOE BOXES * OTHER SHELVING TYPE, WITH SHOT: BOXES * OTHER SHELVING TYPE, WITH SHOE BOXES * OTHER SHELVING TYPE, WITH SHOE BOXES * 8A01 ISee Plod BA02 Bac PI Oas Plm 1 8C22 Geo Plm GC42 lsee Plm $IOl ism P 8�101� fee P IP BOXES (WINTER) : 382 (AO0 BOXES (WINTER) : 360 8A01 BOXES (WINTER) : 360 BOXES (WINTER) : q00 BOXES (WINTER) : 810 BOXES (WINTER) : 1800 BOXES (WINTER) : q0 BOXES (WINTER) : q0 8601 BOXES (WINTER) : qO 81001 BOXES (WINTER) :410 N00 BOXES (WINTER) :10 0SDO0? Ma l= WINTER: 5062 TOTAL (3031 WOMEN / 2025 MEN) 6161 TOTAL. (3112WOME1/2414MEN) * NOTE THESE BOXES ARE COMPILED FOR CAPACITY PURPOSES ONLY AREA STOCKROOM: LOWER LEVEL: UPPER LEVEL: SALES AREA 8q1 sq. ft. (38.24 %) (n.a.) 1446 sq. ft. (61.11 %) TOTAL AREA R.EASINO 2,348eq.1t. (E) DEMISING PARTITION 1 1/2" MIN. a GRAB BAR DETAIL SCALE 1 " =1' -0" (E) 5/8" TYPE 'X' GYP. BD. (E) 2 1/2" STEEL SCREWS IN EACH HOLE PROVIDED IN GRAB BAR (E) 1 1/2" DIA. GRAB BARS PER A.D.A. REVD (E) ESCUTCHEON NOTE: GRAB BAR TO SE ANCHORED TO SUPPORT A 250 LB. POINT LOAD. (E) NON -COMB. BLOCKING IN WALL TO SNORT A 250 LB. POINT ADJACENT 1 TENANT 11)'2" Pt O GYPSUM WALL - GORNEit, UP TO UNDERSIDE OF SALES AREA CEILING FINISH W/� 5/" GYPSUM BOARD OVER 3 5/8" X 206A. METAL STUD FRAMING e 16" O.G. (E) DEMISING PARTITION- PLAN SEC. DETAIL @ CORNER GOJUMN 9' = I' -0" 8 MEN'S SECTIONS (E) DEMISING PARTITION .. d1 _N,b, .�. Y 7 � F r i I SI_ in LAMM ACCORDING TO LEASE, LANDLORD WILL BUILD A ADA. BATHROOM WITH BASIC FINISHES AFTER CONSTRUCTION WILL BE BY TENANT AT TENANT'S EXPENSE. G.C. TO COORDINATE WITH MALL MANAGEMENT IN ORDER TO CONFIRM THE EXACT TOILET ROOM DESIGN 6 LAYOUT AS SHOW ON THESE PLANSI AA 06 2R08. • 60" X 60" CLEAR FLOOR SPACE (TYP) NEA JANITOR SINK BY 6.G., REFER TO DETAIL "Q ", E "R" ON SHEET "IC" NEN DEMISING PARTITION BY LANDLORD 30" X 48" CLEAR FLOOR SPACE (TYP.) .8P01 .8P01 ,STOCKROOMI (N) + MA50NP AKIN 5' -1Y" 4 al W1 NEUTRAL PIER [-(U STOREFRONT AA M EVE AA M ( I1 (N) 3/4 THICK A CLEAR TEMPERED )III GLAZING SYSTEM i ) STOREFRONT III1 FIXTURE DISPLAY 7P,' MALL BULKHEAD ABOVE .8P01 .8P01 AA 06 3A30_ 3802 3/4" STOREFRONT GLASS ENTRY DOORS RELOCATED ELECTRICAL EQUIPMENT, REFER TO ELECTRICAL DRAWINGS FOR MORE INFO. - NEW DEMISING WALL BY LANDLo o i� i� i� �o 101-0' H. 2 HANDBAGS SECTIONS (I.) 41 -5 3/8" X 12' -0" X 4 3/4' SURFACE MOUNTED LIGHT BOX. G.C. TO PROVIDE F.R.T. WD. BLOCKING AS NEEDED FOR ATTACHMENT IN (N) INTERIOR PARTITION FIRE EXTINGUISHER GC. AA 01 ,2601 Lin LGIRD NOTE ALL WIRES AND DOCK STATION OF ANY TYPE MUST NOT BE VISIBLE AND P.O.S. AREA MUST BE GL AND PRESENTABLE CUSTOMERS. 7'-13/4" 3602 -i L AA O6 3A300) j STOCKROOM I (N) ILLUMINATED STOREFRONT 516NA6E BY SI6NA6E oaso cONTRAcToR AA OE _3D00 851702 SAO2 4 SAO2 10' -0" H. 10' -0' H. 10' -0' H. J .1 A 0 5-03 IA m 5800. ABOVEBULKHEAD ABOVE LEASE LINE (IC) STOREFRONT FIXTURE DISPLAY (N) FIRE EXTINGUISHER BY 6.G. AA 06 _2R06_ SERVICE DOOR MALL SERVICE CORRIDOR 001-0" 41(11 I 4 Kiwi 0' -0" 14. 86OO 3 101 -0' H. r } 1 SW -nom 5W I' - J RIME 1 ;11 3/4" THICK CLEAR TEMPERED GLAZING SYSTEM (E) NEUTRAL PIER (N) 4' -O" X 4' -0" CLEAR DOOR CLEARANCE - (E) DEMISING PARTITION (E) STRUCTURAL GOLOUMN P4' (N) PARTITION FURRING FIXTURE PLAN SCALE 1/4"211-0" ACCESSORY UNITS 9 WOMEN'S SECTIONS A 06 2A00 REVIEWED FOR CODE COMPLIANC APPROVED 1JUL 12 2012 ALDO DATE EMIS /ISSUED MAY 01, 2012 ALDO / SAJO / L.L., BID 8 PERMIT JUNE 04, 2012 ISSUED FOR CONSTRUCTION JUNE 28, 2012 ISSUED FOR SITE CONDITION PRINT DATE 2012 -06 -28 10354 REGISTERED ARCHITECT b/7. 20/'1'2 BLAIR S. LEACH STATE OF WASHINGTON REVISION N0: pig 1113 4 2012 -06 -28 PER FIELD CONDITIONS 2 2012 -05 -30 PER LANDLORD COMMENTS 1 20I2 -05 -2q PER ALDO COMMENTS NO. DATE REVISION THIS RAWING HAS B THE ALDO GROUP AND EN PREPARED FOR THE EXCLUSIVE USE OF ITS ASSOCIATED COMPANIES TO EXPLAIN THE LAYOUT AND SERVICES REQUIREMENTS FOR THE TRADE FIXTURES OR TO EXPLAIN COMPANY CONSTRUCTION STANDARDS. ALL DIMENSIONS SHALL BE VERIFIED ON SITE. ALL ERRORS AND DISCREPANCIES SHALL BE REPORTED TO THE OWNER BEFORE PROCEEDING WITH THE WORK. NO DIMENSIONS SHOULD BE MEASURED ON THE DRAWING. DIMENSIONS AND AREAS ON THIS DRAWING ARE FOR INFORMATION ONLY AAD:FITCH, Inc. FITCH 16435 North Scottsdale Rd. Suite 195 Scottsdale, Arizona 85254 T +1 480 998 4200 F +1 480 998 7223 www.FITCH.com P.N. AD012005 City of Tukwila BUILDING DIVISIO RECEIVED .. CITY OFTUKWILA JUL 0 5.2012 PERMIT CENTER H: \Omega \ALDO \AD012005 - South Center Shopping Town \Cad \2167_1.dwg ALDO G R O U P E 2300 EiHILE- BELANGER, vONTREAL QUEBEC, CANADA, H4R 3J4 TEL.: (514) 747 -2536 FAX: (514) 747 -6504 PROJET /PROJECT: ALDO SOUTHGENTER WESTF 1 ELD SEATTLE, WASHINGTON TITRE / TIT LE. FIXTURE PLAN PROJET N0. /PROJECT NO. 2161 ECHELLE /SCALE: 11•0 ENO CONCEPT, ANNEE /YEAR: AA06 DESSINE /DRAWN: A.M.J. VERIFIE /CHECKED: K.S. PAGE: ALDO FINISH LEGEND - 2006 ISSUED; APRIL, 2012 USA TYPE OF MATERIAL DESCRIPTION TYPE OF MATERIAL DESCRIPTION ISSUED FOR CONSTRUCTION TYPE OF MATERIAL DESCRIPTION TYPE OF MATERIAL DESCPoPnON PANT PANT GLASS & MIRROR 1 LIES 'LIGHT GRAY ®(STOCKROOM FLOOR) ICI PAINTS: GUDDEN /DULUX /DEVOE COLORC 2973 "LIGHT GRAY" WATERBORN EPDXY GLOSS COATING FOR FLOOR APPLY 2 COATS AT 4 TO 5 DRY MILS PER COAT • DARK SECRET" (Hoarding) LATEX or ICI PAINTS: GUDDEN /DULUX /DEVOE COLOR OONN 05 000 " / BLACK DARK SECRET"A 2016 PRODUCT ICI ULTRA 36600PRIMER/SEALER (ON NEW SURFACES) PRODUCT ICI ULTRA 9428 -0 (ON EXISTING SURFACES) APPLY TWO (2) COATS FINISH PAINT EGGSHEL LATEX PRODUCT ICI ULTRA 14010 MIRROR (SALES AREA) ) CLEAR MIRROR, CHAMFERED EDGE" CERAMIC 111E (WASHROOM) 8" x 8" CERAMIC FLOOR TILE "DURAGRES" BY OLYMPIA COLOR: WHITE ALL GROUT TO BE i" WIDE MAXIMUM, MAPEI (SILVER) #27 (• ) rFJI=A fi ►, , , .,0 ' • , , I, , - r • ' V• • ' ► r T ► ► �Lc ; , I AIh • ►�U - Al HITE ON WHITE" EGGSHEL LATEX (Sales Area + W.C. Walls) ICI PAINTS: GUDDEN DULUX DEVOE COLOR 30GY 88/014 "WHITE N WHITE" ROLLER APPLIED APPLY ONE (1) COAT PRIMER /SEALER PRODUCT PREP & PRIME PVA WALL #1030 -1200 (N NEVI SURFACES) .PRODUCT PREP & PRIME WALL #1010 -1200 (ON EXISTING SURFACES) APPLY TWO (2) COATS FINISH PAINT EGGSHELL LATEX O #1402 PRODUCT ICI DULUX 1402 SERIES rJJfff5ffJfffffJ5J �� �� : , r, Op 1 i,1 Air A (Hoarding) Exterior APPLY TWO (2) COATS OF DULUX DIAMANT #1640 /J 'EBONY KING' ~p, (In special l ca e) BENJAMIN MOORE COLOR: #2132 -20 'EBONY KING" APPLY ONE (1) COAT PRIMER /SEALER PRODUCT ICI ULTRA 9428 -0 (ON EXISTING SURFACES) URFACES) APPLY TWO (2) COATS FINISH PAINT EGGSHELL LATEX PRODUCT ICI ULTRA 14010 ' r• ; I ► AM �,y• vi, ��'% ► AO �. •p, • ► P : I 0 : i .. SI Aik, WHITE ON WHITE' AnA FLAT LATEX vv Ceilins Area + W.C. Ceiling) ICI PAINTS: GUDDEN /DULUX /DEVOE COLOR 30GY 88/014 "WHITE ON WHITE" ROLLER APPLIED APPLY ONE (1) COAT PRIMER /SEALER PRODUCT PREP & PRIME PVA WALL #1030 -1200 (ON ND PRODUCT PREP & PRIME WALL #1010 -1200 (ON EXISTING SURFACES) A PPLY TWO (2) COATS FINISH PAINT FLAT LATEX PRODUCT ICI DULUX #1200 SERIES METAL it GLOSSY FLOOR FINISH) 111E �i� (SALES FLOOR FINISH) 24" X 24" CERAMIC TILE, REGAL GLOSSY GREY POLISH, BY "OLYMPIA" # NY.RG.GRY.2424.PL ALL GROUT TO BE 3/16" WIDE MAXIMUM MAPEI (SILVER) # 27 /r,\ FINISH lE! (STOREFRONT BASE) 'NATURAL ANODIZED ALUMINUM" FINISH — � er �, I ` /� r ► • • a /;\ ARCTIC WHITE' MELAMINE Y! (SALES AREA FURNITURE) PANVAL MELAMINE, ARCTIC WHITE NO. 505 WITH EDGING TAPE TO MATCH /„\ FINISH R-% (FIXTURES) " " METAL — ROY METAL" WHITE No. PS411W75 RAL 9016 EQUIVALENT: C TO MATCH ICI PAINTS: GUDDEN/DULUX/DEVOE, COLOUR OL EVOE, COLOUR 506G 83/009 `• Arif Ar�j' 1F>i ► ► , e, .11 "WHITE ON WHITE" ®SEMI —GLOSS LATEX (Gypsum SEMI—GLOSS ICI PAINTS: GUDDEN /DULUX /DEVOE COLOR 30GY 88/014 "WHITE ON WHITE" ROLLER APPUED APPLY ONE (1) COAT PRIMER /SEALER PRODUCT PREP & PRIME PVA WALL #1030 -1200 (ON NE1A SURFACES) PRODUCT PREP & PRIME WALL #1010 -1200 (ON EXISTING SURFACES) APPLY TWO (2) COATS FINISH PAINT SEMI —GLOSS LATEX. PRODUCT ICI DULUX #1406 SERIES r7 MDF RANGER PREMIUM OMEGA GRAY' (STOREFRONT) APPLY ONE PRIMER COAT OF GRAY "MEGA" #7909• WHEN DRY, SAND LIGHTLY WITH #320 ABRASIVE PAPER AND SPRAY GUN APPLY ONE CROSS COAT OF POLYURETHANE WITH SPRAY GUN FINISH FROM "OMEGA" #173 -760, 20' GLOSS, AS PER SAMPLE #1073.99 FINISH /5\ (SHOWCASE AND SHELF Wit AT CASH) BRUSHED STAINLESS STEEL — AS PER ROY METAL SAMPLE #304 -4 EQUIVALENT: BRUSHED STAINLESS STEEL #4 AwA Am FABRIC FINISH, GRAY PAINT A k (HARDWARE, ACCESSORIES �! AND FURNITURE) SPRAY PAINTED TIGER DRYLAC #RAL 9007 SILVER GLOSS I � ��T . '�� �� r . , i E ► 0 ► ► ► AM "WHITE ON WHITE' EA LACQUER SEMIGLOSS 1I! (MDF shoe riser + MDF end of gables) ICI PAINTS: GUDDEN /DULUX / DEVOE COLOR 30GY 88/014 "WHITE ON WHITE" APPLY ONE (1) COAT LACQUER UNDERCOATED PRODUCT GEMINI 0-8070 APPLY TWO (2) COATS LACQUER FINISH SEMI —GLOSS PRODUCT GEMINI #190 /u► 161 FINISH, GRAY PAINT EXTRUSION) ALUMINUM C' SPRAY PAINTED 11GER DRYLAC #DB 703 GLIMMER RAL EQUIVALENT #7024 `�� , . • 1 • WHITE ON WHITE /J EGGSHELL ALKYD 161 (Backbar Wall + W.C. door & Stockroom Doors) ICI PAINTS: GUDDEN /DULUX / DEVOE COLOR 30GY 88/014 "WHITE ON WHITE" ROLLER APPLIED APPLY ONE (1) COAT PRIMER /SEALER PRODUCT PREP & PRIME PVA WALL #1030 -1200 (ON NEI SURFACES) PRODUCT PREP & PRIME WALL #1110-1200 (ON EXISTING SURFACES) APPLY TWO (2) COATS FINISH PAINT EGGSHELL ALKYD PRODUCT ICI ULTRA —HIDE #1512 SERIES A k META- FINISH �I! (STOREFRONT) API AMERICAN PRODUCTS, BRUSHED CLEAR #1103 C.; ' 1 ' . ` �� , . Li ►' ° 0 �' /;\ EMITE ON WHITE SEMI —GLOSS LATEX 1W (MDF bulkhead) ICI PAINTS: GUDDEN /DULUX / DEVOE COLOR 30GY 88/014 "WHITE ON WHITE" ROLLER APPLIED APPLY ONE (1) COAT PRIMER /SEALER PRODUCT PREP COATS FINISH PAINT SEMI—GLOSS SS LATEX PRODUCT ICI DULUX #1406 SERIES /5\ METAL FINISH 67 (DISPLAY IN WINDOW) BRIGHT NICKEL WITH WAX BUFFED �� '�� • i ► ' /, "POLYURETHANE' (AN TI— GRAFFITI ,11 BARRIER COAT ANTI GRAFFITI POLYURETHANE BARRIER COATING, BY DUMOND PU 647 CLEAR FINISH APPLY 2 COAT OVER THE ALDO FINISH MENTIONED Rik METAL FINISH 1►-� (FURNITURE) BLACK METAL, MATTE 05 ROY METAL RAL EQUIVALENT 004 rArlApir , ' `PLATINUM' /J (STOREFRONT METAL Ik7 MUWONS) For Menu B Renovation METAWC PAINT BY MODERN MASTERS COLOR ME591 "PLATINUM ", APPLY ONE (1) COAT EXTERIOR 100% ACRYLIC PRIMER PRODUCT ZINSSER, BULLS EYE 123 APPLY THREE (3) COATS METALLIC FINISH BY SPRAY (FOF B ST BEST FOR PANTING ALUMINUM EXTERIOR EXPOSURE (MARQUIS): ( ) SEAL WITH "TWO (2) CLEAR TOP COAT SATIN MASTER CLEAR BY MODERN MASTERS FOR PANTING ON STEEL THE AC YUC PRIMER COAT F AU(YD PRIMER THEN PRIME W/ 'ARCTIC WHITE' LAMINATE 4 (STOCKROOM ENTRANCE 1C! REVEAL) PLASTIC LAMINATE, UNIBOARD, "ARC11C WHITE" NO. N505, DOLOMITE FINISH /�\ 1r=7 METAL FINISH (Wall unit) WHITE POWDER COATED STEEL, GLOSSY FINISH, BY PROTECH, POLYESTHER WHITE #PS111W2 FLOORING , 1 I i� NI' /r +' ' "4 11'S pr . N ► �' �''� • ' Oe ► o AO /;,► METAL FINISH 11s! (Shelves & Risers) DARK ROMAN COPPER #CV2 BY ROY METAL I% Dos D ' ► �; .' ,;� Ala MDF LACQUER ' PLA7INUM' 1(i (STOREFRONT) COLOR TO MATCH /'a 1f11 1 01 L� „ • ,^' 171 • : �PRODUCT 4 *ANT) `IJ METAL FINISH BLACK #33 ANODIZED ALUMINUM ;' (CASH CSOOULNID�Z'RLAMINATE BACKBAR) PLASTIC LAMINATE, FORMICA, 'STORM SOLIDI" NO. 3505 -58, MATTE FINISH ; , 0� — ' STONE /J • ��! TRAFFIC WHITE' TIGER DRYLAC "TRAFFIC WHITE" #RAL 9016, (FIRE RESISTANT STOREFRONT) ; ' �•i. ' • " ►' kv -r • ► p ► ) U ° 0 ' :' � ':0;."D ' • : i ► — E • e T 1 JO ► ' N /� r�' ' ' 'I •/ ► 1 •► ► ►o ► 1: I ► •► , ,• 1 AO/ A;\ MELAMINE GRAY 11.7 (REAR WALL & FILLER) PANVAL MELAMINE, "CANADIAN GREY" NO. 168, SUEDE FINISH "GRAY /, SEMI —GLOSS ALKYD 1G! (STOREFRONT DOOR & FRAME) ICI PAINTS: GUDDEN /DULUX / DEVOE COLOR 50YY 33/065 ROLLER APPUED APPLY ONE (1) COAT PRIMER /SEALER PRODUCT ICI DEVOE 4160 (N STEEL SURFACES) PRODUCT ICI PREP & PRIME ALKYD #2010 -1200 (ON WOOD SURFACES) APPLY TWO (2) COATS FINISH PAINT SEMI —GLOSS AU(YD PRODUCT l DEVOE DEVGUARD 4306 SERIES 2 r 77 • i► ' 101 s1' ►► • 11' /' I A a' D o ► %'• ■ 6" , l MELAMINE 'GRAY" /;► 1G! (CASH COUNTER BACKS. &TOP OF WALL UNIT) PANVAL MELAMINE WITH FORMICA PAPER #3505 -58, "STORM SOLIDI" TT (. - ; 1 Li p•' V! (I ` ► / • ► p, ► • ( 0' • e • : ' , I • . e l 1, of • ► E , . /:\ STAINLESS LAAINAIE �'T'7 (SALES AREA FURNITURE) PAR11ClE BOARD WITH PLASTIC LAMINATE "MIRROR ALUMINUM" # 2021 BY FORMICA rr , " 1►' ► , y�• ►. ,, v, ► • ► ►,, „ ►, 0 ► " A ' , 1' . I �► •1a' 1`7 • p �r, ' A SUNRAYS " A k (PATH STOCKROOM FLOOR) ICI PAINTS: GUDDEN /DULUX / DEVOE COLOR 29YY 66/537 "SUNRAYS" ROLLER APPUED PRODUCT ICI DEVOE TRUE GLAZE #4408 WATERBORNE EPDXY GLOSS COATING FOR FLOOR APPLY 2 COATS AT 4 TO 5 DRY MILS PER COAT /.\ COLOR CORE `�1 (SALES AREA FURNITURE) • PARTICLE BOARD WITH COLOR CORE FORMICA NO. 7223C -90 NEW WHITE, GLOSSY � 1 1' s..1'• �� O�jjj ' �/ ' •► ►' •1 8: a D, A Kr 11 I III ' ► :' R'' �A ► 0 `�! / • 0, •• N A /4\ GLOSSY LAMINATE `Y7 (SALES AREA FURNITURE) PARTICLE BOARD WITH LAMINATE "FORMICA" NO. 7197 -90 DOVER WHITE PrVAspyrA;10.44/41 ��r r 1 1 r :. fin' • /, VALIANT GRAY 1i1 EGGSHELL LATEX (Sales Area Grey Walls) ICI PAINTS: GUDDEN /DULUX /DEVOE COLOR 30YY 37 /021 "VALIANT GRAY ROLLER APPUED APPLY ONE (1) COAT PRIMER /SEALER _ PRODUCT PREP & PVA WALL #1030 1200 (ON ND SURFACES) ) PRODUCT PREP &PRIME WALL #1010 -1200 (ON EXISTING SURFACES) APPLY TWO (2) COATS FINISH PAINT EGGSHELL LATEX PRODUCT ICI DULUX #1402 SERIES VAA n L► BLACK LAMINATE V- q • (Equivalent of P/29) PLASTIC LAMINATE NEVAMAR. JETT BLACK S60537 (MATTE FINISH) F. / �,� s. 1 • ; • V:7 1 • • ► Y,, T N D ► D 1 3•'' 4" ► D ► 3 H T; / C /' ► .� A 1 • I A: —► • ►, • 0 ° • 1 ' �► , A P,�� rs ► � � ' // �, , �• 1 A A;\ GREY LACQUER k1/ (Storefront bulkhead) POLYURETHANE M.D.F. LACQUER FINISH 15' OF GLOSS, COLOUR TO MATCH 4 161 % r: O SI 1, • ' AA "OBSIDIAN GLASS" W:7 (V— GROOVE IN CASH) ICI DULUX #00NN 13/000 EGGSHELL FINISH — PAINTED IN MILLSHOP 42\ ,•l TORRIFIED SOLID POPLAR WITH ROUGH SAW CUT, FINISHED WITH FLAX OIL, SAMPLE # 1431.09 /(Risers) ; 0 • O R:I:► SD • v ' ► 0 e 1 • ► , A FOOT M1E L\ SPECIA_'GOMMA' PANT GOMMA PAINT ON M.D.F. TO MATCH ICI DULUX PAINT #A1414 BLUE BLOOD #47BB 14/349 Ara WHITE LACQUER GLOSSY WHITE LACQUER MDF LACQUER FINISH, 92% OF GLOSS, COLOUR TO MATCH M/5 (RAL 9016) ACRYLIC L.1 , ( �• . '��1 IOr ALP)" 4 'D ► ' , :1 ► ► • /X 1► A:11110 r.4. � 21 «• ` roypzr, ►' 1 0 r Air » BLUE LACQUER FINISH "VINTAGE" ON POPLAR TORRIFIED ICI PAINTS # A1414 BLUE BLOOD {4788 14/349) FINISHED WITH CLEAR LACQUER 20DEGREES AS PROVIDED SWATCH # AL50378 FINISHED D IJ. ' `�! I!F0A rO.' ' r' . ' CEILING 1aE / .�. '�'1 �1,• 1�� ' , - A � Lam'► a �•' or. ••ia` 1 • r ,A.. �' a_ ��F'' 1'1 R''y, iX1•R ' 'r '#' P C•• 1 L pr ••' s o1 IS' E , NOTES: REFER TO GENERAL SPECIFICATIONS FOR COMPLETE FINISHES, APPLICATIONS AND PROCEDURES REVISION N�L taii4 8 REVIEWED FOR ODE COMPLIANCE APPROVED 1.1UL 12 2012 City of Tukwila BUILDING DIVISION CITY OF�TU�KWILA JUL 0 5 2012 PERMIT CENTER H: \Omega \ALDO \AD012005 — South Center Shopping Town \Cad \2167_1.dwg ALDO DATE EMIS /ISSUED MAY 01, 2012 ALDO / SAJO / L.L., BID 4 PERMIT JUNE 04, 2012 ISSUED FOR CONSTRUCTION JUNE 28, 2012 ISSUED FOR SITE CONDITION PRINT DATE 2012 -06 -28 10354 REGISTERED ARCHITECT BLAIR S. LEACH STATE OF WASHINGTON NO. DATE REVISION THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ALDO GROUP AND ITS ASSOCIATED COMPANIES TO EXPLAIN THE LAYOUT AND SERVICES REQUIREMENTS FOR THE TRADE FIXTURES OR TO EXPLAIN COMPANY CONSTRUCTION STANDARDS. ALL DIMENSIONS SHALL BE VERIFIED ON SITE. ALL ERRORS AND DISCREPANCIES SHALL BE REPORTED TO THE OWNER BEFORE PROCEEDING WITH THE WORK. NO DIMENSIONS SHOULD BE MEASURED ON THE DRAWING, DIMENSIONS AND AREAS ON THIS DRAWING ARE FOR INFORMATION ONLY AAD:FITCH, Inc. FITCH 16435 North Scottsdale Rd. Sulte 195 Scottsdale, Arizona 85254 T +1 480 998 4200 F +1 480 998 7223 www.FITCH.com P.N. ADO 12005 ALDO G R O U P E 2300 EN ILE— BELANGER, MO \TREAL QUEBEC, CANADA, H4R 3J4 TEL.: (514) 747 -2536 FAX: (514) 747 -6504 PROJET /PROJECT: ALDO SOUTHGENTER YNESTF I ELD SEATTLE, WASH I NGTON TITRE /TITLE: FINISHED SCHEDULE PROJET NO. /PROJECT NO. 2167 DESSINE /DRAWN: A.M.J. ECHELLE /SCALE: VERIFIE /CHECKED: K.5. CONCEPT, ANNEE /YEAR: AA06 PAGE: IA / 11'-4" U/5 OF SALES AREA GEILIN6 SALES AREA' U/5 OF STOCKROOM ENTRY 0'0 Y2" MELAMINE e PANEL 4" HIGH CERAMIC TILE / 0'-O6 FINISHED FLOOR —GYP. BD. CEILING ii 4' -0" \ PANEL 4' -0" \ PANEL INTERIOR ELEVATION (STOCKROOM ENTRY) 1/2' = 1'-2" PANEL 47,,L,N.At /A% Age/ /AWIr AgrArAv U/5 OF SALES AREA CEILING STOCKROOM) ENTRY WALL (rw INTERIOR PARTITION, REFER TO WALL TYPES FOR MORE INFO Th L AA of 1075 B.O. MALL LIDO FINISHED FLOOR (E) DEMISING PARTITION A 713002 64" x _-2"-- 162f1m6x 813mm i 64" x -2"-' 162 ni x 813mm 32" x/321 813 m x 13mm _ 0 _ = _ 0 _ '\-4" H16H GBtAMI TILE INTERIOR ELEVATION (RIGHT SIDE) irif 64" x 2"-- 162frrt�ix813mm 32" x f32i 813 m x 13mm A 06 5802 A 0 5CO3 1 AA 0 5A31 U5 OF .1 TIC . T (N) STOREFRONT BLADE 5I6N BY 516NA6E CONTRACTOR LINE OF NEUTRAL PIER ElEYOND 3/4" THICK CLEAR TEMPERED GLAZING SYSTEM (N) FIRER ALARM PULL STATION, REFER TO ENGINEERING DRAWIN65 FOR MORE INFO. L—LEASE LINE AA 06 2A01 I/4" = I' -0" (E) INTERIOR PARTITION FURRIN6, REFER TO WALL TYPE: FOR MORE INFO (E) DEMISING PARTITION AA 06 7B00 �AA O6 2R02 AA 06 2A01 AA 0 2R08 AA 06 2A01 AA 0 2D01 AI ACM/ U/5 OF SALES AREA GEILIN6 EXIST. DEMISING PARTITION EXIST. INTERIOR PARTITION FURRIN6 (N) 4 " HI6H CERAMIC TILE FINISHED FLOOR INTERIOR ELEVATION (REAR) I /4' = 06 2V10 U/S OF SALES AREA GEILIN6 (E) INTERIOR PARTITION FURRING, REFER TO WALL TYPES FOR MORE INFO. \_!N) y" MELAMINE PANEL 6YP. BD. CEILING 11 ' -0 I/2 U/5 OF STOCKROOM ENTRY 1' -2" PANEL 4' -O" PANEL 4' -0" PANEL INTERIOR ELEVATION (STOCKROOM ENTRY) 1/2' = I' -0' 4' -0" PANEL SALES AREA 4" HIGH CERAMIC TILE FINISHED FLOOR AA 0 2A01 (N) INTERIOR PARTITION, REFER TO WALL TYPES FOR MORE INFO. STOCKROOM ENTRY WALL (N) 4" HIGH CERAMIC TILE AIL \1! OOPP. HAND (E) MALL BULKHEAD AIL B.O. 04) TENANT BULKHEAD 50 `} 5B02 f FINISHED FLOOR AA 06 2R06 M 06 2A01 4" HI614 GI�AMI TILE FINISHED FLOOR (N) 4" HI6H 6LAZIN6 BASE, FINISH 4 I. EXIST. DEMISING WALL (N) 3/4" THICK CLEAR TEMPERED STOREFRONT GLAZING (N) INTERIOR PARTITION FURRING 4" HIGH CERAMIC TILE i (I) 6" HIGH WINDOW 4; FRAMIN6 INTERIOR ELEVATION (FRONT) I /4" = 11' -4" U/5 OF SALES AREA CEILING STOCKROOM ENTRY WALL (N) INTERIOR PARTITION, REFER TO WALL TYPES FOR MORE INFO. (N) I/2" MELAMINE PANELIN6 UP To +8' -0" A.F.F. AF i 5ALE5 AREA FINISHED FLOOR 4 "1416H CERAMIC TILE I—/ \II INTERIOR ELEVATION (RIGHT SIDE) 1/4" = 11-0" 4" HI6H CERAMIC TILE Ai N) Y2" THICK CLEAR TEMPERED 6LAZIN6 ENTRY DOORS (N) 6" HI6H WINDOW FRAMING 4" HIGH CERAMIC TILE 1W 6 (N) 6' -0" X 61-6" X 4 g /4" SPACE MOUNTED LIGHT BOX // / WALL TO BE/ PAINTED ALDO U/5 OF SALES AREA CEILING AA 06 0D62. SIGHT BOXY - - EXIST. DEMISING PARTITION (N) 1/2" MELAMINE PANELING UP TO +8' -0" A.F.F AA 0 5X03 \—(N) 4" HIGH CERAMIC TILE � i / N N / 0''0" INTERIOR ELEVATION (REAR) 1/4' = FINISHED (N) 4" HIGH FLOOR GERAMI TILE BULKHEAD 27), CEILING �' WALL BEHIND WALL GEILIN6 vi ,i FIXTURES IB TO BE PAIN it SOFFIT A 06 A WHERE VISIBLE ONLY ` i LINE OF NEUTRAL PIER BEYOND- (N) 3/4" THICK CLEAR TEMPERED 6LAZIN6 SYSTEM LEASE LINE�� 0' -0" FINISHED FLOOR AA 0 5CO3 AA 08 5A31. 11' -4" 64" x.32"-- 1622mr�ix813mm 32" x/3 813 m x 13mm _ = 0 0 / 7 162 64" x -32"-- trr tai x 813mm 32 813 m x 13mm = 4 HIGH CERAMIC TILE To INTERIOR ELEVATION - (LEFT SIDE) I/4' = I'-0" AA 06 2R06 AA 08 2D01, AA 0 2A00 64" x.32"-- 1622 mi x 813mm 32" x/32 813 m x 13mm 0 = • • 11/5 OF SALES AREA GEILIN6 1STOCKROOM' AA 0 2A00 AA 0 2001 REVISION N0.:1 AA 06 2V10 (N) INTERIOR PARTITION, REFER TO WALL TYPES FOR MORE INFO. 0'-0" 1 FINISHED FLOOR 4" 1416H CERAMIC TILE 40 ,REVIEWED FOR E COMPLIANCE APPROVED 'JUL 12 2012 a City of Tukwila BUILDING DIVISION b1)-4ft- 14.8 CITY OF TUK%MLA JUL 052012 PERMIT CENTER H: \Omega \ALDO \AD012005 — South Center Shopping Town \Cad \2167 -1.dwg ALDO DATE Pr EQ. EQ. JUNE 04, 2012 / Ask GEILIN6 AA (N) EXIT 516NA6E BY / N) 3/4" THICK GL GEILIN6 AA r 6LAZIN6 "Y TRANSOM � '� G.C. �r r 111 A / $ 5800 AA 0 5CO3 I � / 580 5CO3 / U/5 OF SALEAREA GEILIN6 PARTITION FURRI EXI T. r/ / / / / \ / \ \ \ ' I / / / - DMIING WALL \I i>/ _4 M) 3/4" THIK CLARRONT -Ar ISA31 AA 0 AA 0 5A31 AA O6 AA o6 C5A3 ) Ip� .. 0-0 P 1111GIJL'1n CI �•,e (I) 6" HIGH WINDOW 4; FRAMIN6 INTERIOR ELEVATION (FRONT) I /4" = 11' -4" U/5 OF SALES AREA CEILING STOCKROOM ENTRY WALL (N) INTERIOR PARTITION, REFER TO WALL TYPES FOR MORE INFO. (N) I/2" MELAMINE PANELIN6 UP To +8' -0" A.F.F. AF i 5ALE5 AREA FINISHED FLOOR 4 "1416H CERAMIC TILE I—/ \II INTERIOR ELEVATION (RIGHT SIDE) 1/4" = 11-0" 4" HI6H CERAMIC TILE Ai N) Y2" THICK CLEAR TEMPERED 6LAZIN6 ENTRY DOORS (N) 6" HI6H WINDOW FRAMING 4" HIGH CERAMIC TILE 1W 6 (N) 6' -0" X 61-6" X 4 g /4" SPACE MOUNTED LIGHT BOX // / WALL TO BE/ PAINTED ALDO U/5 OF SALES AREA CEILING AA 06 0D62. SIGHT BOXY - - EXIST. DEMISING PARTITION (N) 1/2" MELAMINE PANELING UP TO +8' -0" A.F.F AA 0 5X03 \—(N) 4" HIGH CERAMIC TILE � i / N N / 0''0" INTERIOR ELEVATION (REAR) 1/4' = FINISHED (N) 4" HIGH FLOOR GERAMI TILE BULKHEAD 27), CEILING �' WALL BEHIND WALL GEILIN6 vi ,i FIXTURES IB TO BE PAIN it SOFFIT A 06 A WHERE VISIBLE ONLY ` i LINE OF NEUTRAL PIER BEYOND- (N) 3/4" THICK CLEAR TEMPERED 6LAZIN6 SYSTEM LEASE LINE�� 0' -0" FINISHED FLOOR AA 0 5CO3 AA 08 5A31. 11' -4" 64" x.32"-- 1622mr�ix813mm 32" x/3 813 m x 13mm _ = 0 0 / 7 162 64" x -32"-- trr tai x 813mm 32 813 m x 13mm = 4 HIGH CERAMIC TILE To INTERIOR ELEVATION - (LEFT SIDE) I/4' = I'-0" AA 06 2R06 AA 08 2D01, AA 0 2A00 64" x.32"-- 1622 mi x 813mm 32" x/32 813 m x 13mm 0 = • • 11/5 OF SALES AREA GEILIN6 1STOCKROOM' AA 0 2A00 AA 0 2001 REVISION N0.:1 AA 06 2V10 (N) INTERIOR PARTITION, REFER TO WALL TYPES FOR MORE INFO. 0'-0" 1 FINISHED FLOOR 4" 1416H CERAMIC TILE 40 ,REVIEWED FOR E COMPLIANCE APPROVED 'JUL 12 2012 a City of Tukwila BUILDING DIVISION b1)-4ft- 14.8 CITY OF TUK%MLA JUL 052012 PERMIT CENTER H: \Omega \ALDO \AD012005 — South Center Shopping Town \Cad \2167 -1.dwg ALDO DATE EMIS /ISSUED MAY 01,2012 ALDO / SAJO / L.L., BID 4 PERMIT JUNE 04, 2012 ISSUED FOR CONSTRUCTION JUNE 28, 2012 ISSUED FOR SITE CONDITION PRINT DATE 2012 -06 -28 10354 6/043/10. BLAIR S. LEACH STATE OF WASHINGTON 4 2012 -06 -28 PER FIELD CONDITIONS 20 I2 -05 -2c1 PER ALDO COMMENTS NO. DATE REVISION THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ALDO GROUP AND ITS ASSOCIATED COMPANIES TO EXPLAIN THE LAYOUT AND SERVICES REQUIREMENTS FOR THE TRADE FIXTURES OR TO EXPLAIN COMPANY CONSTRUCTION STANDARDS. ALL DIMENSIONS SHALL BE VERIFIED ON SITE. ALL ERRORS AND DISCREPANCIES SHALL BE REPORTED TO THE OWNER BEFORE PROCEEDING WITH THE WORK. NO DIMENSIONS SHOULD BE MEASURED ON THE DRAWING. DIMENSIONS AND AREAS ON THIS DRAWING ARE FOR INFORMATION ONLY AAD:FITCH, Inc. FITCH 16435 North Scottsdale Rd. Suite 195 Scottsdale, Arizona 85254 T +1 480 998 4200 F +1 480 998 7223 www.FITCH.com P.N. AD012005 ALDO G R O U P E 2300 ENILE- BELA \GER, MO \TREAL QUEBEC, CANADA, H4R 3J4 TEL.: (514) 747 -2536 FAX: (514) 747 -6504 PROJET /PROJECT: ALDO SOUTHCENTER WESTF I ELP SEATTLE, WASHINGTON TITRE /TITLE: INTERIOR ELEVATIONS PROJET NO. /PROJECT NO. 2I61 DESSINE /DRAWN: A.M.J. ECHELLE /SCALE: VERIFIE /CHECKED: K.5. CONCEPT, ANNEE /YEAR: AA06 PAGE: 1$ U/S OF (N) TOILET ROOM CEILING (E) DEMISING \ 1 PARTITION (N) LAVATORY R. ! 4 MIRROR --40011 Nit J �1 j� U N \ _ 1 \ m st. —ri NM= FINISHED FLOOR O'4 TH WHITE MELAMINE ADJUSTABLE SHELVES ON SURFACE MOUNTED STANDARDS AND SUPPORT BRACKETS, SEE %''11-1. WHITE MELAMINE ADJUSTABLE SHELVES ON SURFACE MOUNTED STANDARDS AND SUPPORT BRACKETS, SEE (E) INTERIOR PARTITION U/5 OF n TOILET ROOM CEILING (E) DEMISING PARTITION %' TH. WHITE MELAMINE ADJUSTABLE SHELVES 014 SURFACE MOUNTED STANDARDS AND SUPPORT BRACKETS, SEE LJ 8' -0" U/S OF TOILET ROOM CEILING 42" MIN. °:12" ‹..---(N) INTERIOR PARTITION (N) INTERIOR PARTITION DASHED LINE INDICATES WHEEL GLEARENGE REQUIRED BY CODE (N) %" GYPSUM BD. WATER RESISTANT TO BE gINTED, FINISH 04) DOOR 4 FRAME W/ FINISH (N) %8' GYPSUM BD. WATER RESISTANT TO BE R flAINTED, FINISH (E) DEMISING PARTITION (N)%" GYPSUM BD. WATER RESISTANT TO BE R)i?AINTED, FINISH (N) INTERIOR PARTITION Z D 8' -0" U/5 OF (N) TOILET ROOM CEILING (N) %" GYPSUM BD. WATER RESISTANT TO BE REPAINTED FINISH Nr i - 4 "-6 "MIN.TO MI (N) GRAB B 3' -O" 54" TH. WHITE MELAMINE ADJUSTABLE SHELVES ON SURFACE MOUNTED STANDARDS AND SUPPORT BRACKETS, SEE (N) GRAB B FINISHED FLOOR 04) 4" HIGH BASE (N) 4" HIGH BASE( 04) 4" HIGH BASE 12 "/ -(N) TOILET 0' -0" FINISHED FLOOR 1 I \ 0' -0 " \N FINISHED FLOOR X \-(N) INTERIOR PARTITION 16" MIN. LAVATORY 4 MIRROR ALDO DATE EMIS /ISSUED MAY 01, 2012 ALDO / SAJO / L.L., BID 4 PERMIT JUNE 04, 2012 ISSUED FOR CONSTRUCTION JUNE 28, 2012 ISSUED FOR SITE CONDITION 0, N (N) TOILET 16" MIN. (N) 4" 141614 BASE 6) INTERIOR ELEVATION I /4" = 1'-0" INTERIOR ELEVATION 1/4" = INTERIOR ELEVATION I/4' = INTERIOR ELEVATION 1/41= I' -0' (E) DEMISING PARTITION (N) FAUCET BY 6.C. OPEN TO BEYOND (N) 2' -0" X 2'-0" MOP SINK. 6.G. TO SEAL ALL EDGES OF MOP SINK AGANIST WALL W/ CAULKING SEALANT MOP SINK ELEVATION I/41= 1' -0' (N) TOILET ROOM INTERIOR PARTITION (N) MOP RACK BY 6.G. (N) INTERIOR PARTITION TO A HEIGHT OF 4' -0" A.F.F. o 6.0 TO APPLY NEW 4_ F.R.P. 014 MOP SINK SIDE ONLY hand D ACCORDING TO LEASE, LANDLORD WILL BUILD A AD.A. BATHROOM WITH BASIC FINISHES AFTER CONSTRUCTION WILL BE BY TENANT AT TENANT'S EXPENSE. 6.G. TO COORDINATE WITH MALL MANAGEMENT IN ORDER TO CONFIRM THE EXACT TOILET ROOM DE5I6N 4 LAYOUT AS SHOW ON THESE PLANSI (N) INTERIOR PARTITION TO A I HEIGHT OF 4' -0" A.F.F. 6.G TO APPLY NEW F.R.P. ON MOP SINK SIDE ONLY i ti 3' -0" ft t (E) DEMISING PARTITION (N) TOILET ROOM PARTITION (N) F.R.P. PANEL ON EXISTING PARTITION (N) FAUCET It- BY 6.C. (N) 2' -0" X 2' -0" MOP SINK. G.C. TO SEAL ALL EDGES OF MOP SINK A6ANIST WALL W/ CAULKING SEALANT MOP SINK ELEVATION 1/4' = (0 - _%u TH. X 12"D. WHITE MELAMINE ADJUSTABLE SHELVES. TO BE SCREWED ON SUPPORT BRACKET FROM UNDERNEATH. 7 SUPPORT BRACKET (LEFT 4 RIGHT) 12 ", ANOGHROME FINISH, # 18312143 FROM RICHELIEU OR EQUAL. G SURFACE MOUNTED STANDARD (TO BE INSTALLED ® 36" G/G MAXJ 36" (GUT IN TWO WHERE NEEDED), ANOGHROME FINISH,* 8336143 FROM RICHELIEU OR EQUAL. NOTE: PROVIDE END GAP FOR EACH STANDARD, # 06126 FROM RICHELIEU OR EQUAL. SHELVING SECTION (TOILET ROOM) 3/4' PRINT DATE 2012 -06 -28 REGISTERED ARCHITECT FACE MOUNTED STANDARD (TO BE INSTALLED ® 36" C/G MAX) 36" (GUT 114 TWO WHERE NEEDED), ANOGHROME FINISH, it 6336 143 FROM RICHELIEU OR EQUAL. SUPPORT BRACKET (LEFT 4 RIGHT) 12 ", ANOGHROME FINISH, # 18312143 FROM RICHELIEU OR EQUAL. OTE: PROVIDE END GAP FOR EACH STANDARD, # 06126 FROM RICHELIEU OR EQUAL. SHELVIN6 BRACKETS (TOILET ROOM) N.T.S. REVISION N0,1 (1.11-tg REVIEWED FOR :,>EDE COMPLIANCE APPROVED !JUL 12 2012 City of Tukwila BUILDING DIVISION RECi+Eu► .. CITY OF TUKWILA Jul. 0 5 2012 PERMIT CENTER H: \Omega \ALDO \AD012005 — South Center Shopping Town \Cad \2167_1.dwg 6/'743/1'• BLAIR S. LEACH STATE OF WASHINGTON 2 2012 -05 -SO PER LANDLORD COMMENTS NO. DATE REVISION THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ALDO GROUP AND ITS ASSOCIATED COMPANIES TO EXPLAIN THE LAYOUT AND SERVICES REQUIREMENTS FOR THE TRADE FIXTURES OR TO EXPLAIN COMPANY CONSTRUCTION STANDARDS. ALL DIMENSIONS SHALL BE VERIFIED ON SITE. ALL ERRORS AND DISCREPANCIES SHALL BE REPORTED TO THE OWNER BEFORE PROCEEDING WITH THE WORK. NO DIMENSIONS SHOULD BE MEASURED ON THE DRAWING. DIMENSIONS AND AREAS ON THIS DRAWING ARE FOR INFORMATION ONLY AAD:FITCH, Inc. FITCH 16435 North Scottsdale Rd. Suite 195 Scottsdale, Arizona 85254 T +1 480 998 4200 F +1 480 998 7223 www.FITCH.com P.N. AD012005 ALDO G R O U P E 2300 ENILE- BELA \GER, V1ONTREAL QUEBEC, CANADA, H4R 3J4 TEL.: (514) 747 -2536 FAX: (514) 747 -6504 PROJET /PROJECT: ALDO SOUTHGENTER WESTF I ELI SEATTLE, INASHINGTON TITRE /TITLE: INTERIOR ELEVATIONS PROJET NO. /PROJECT NO. 2161 ECHELLE /SCALE: DESSINE /DRAWN: A.M.J. VERIFIE /CHECKED: K.S. CONCEPT, ANNEE /YEAR: AA06 PAGE: IG EQ. EQ. 1 > -6" (N) %" THICK (N) FAN/LIGHT GYP. BD. COMBO GEILIN6 ADJACENT! TENANT MOUNT 12' -0" A.F.F. (TYPICAL) 3X CATS FOR "FIND" SYSTEM. 6.C. TO BRING CONDUIT WITH 3 LOOSE GAT5 WITH 4 FEET EXTRA LEN6HT AT ALCOVE. ELECTRICIAN TO PROVIDE AN OUTLET IN THE WALL BESIDE CATS (HEI6HT OF CATS AND OUTLET 5 FEET 141614) ONE ELECTRICAL OUTLET FOR SOUND SYSTEM MOUNTED HORIZONTALLY AT 51-6" A.F.F., THE SECOND OUTLET MOUNTED AT 4' -0" A.F.F., ALL REMAINING OUTLETS MOUNTED AT 51-6" A.F.F. Y. (� b T i :N I�l 4t 1 1 re i 4B t U i T I 1 } } s r I 5'1 rr ( n �y� 1 3' -6" IX CATS FOR "FIND ". 6.G. TO BRING CONDUIT WITH ONE LOOSE GAT5 WITH 20 FEET OF EXTRA LEN6HT AT BOTTOM OF THIS ARMOIRE 34' -6" " ALDO 4' -0" 4' -0" 4' -0" (N) 5/8" TYPE SUSP. 6YP. BD. SOFFIT (N) 5/8" TYPE SUSP. GYP. 5D. GEILIN6 THROUGHOUT SALES AREA ro i yt n s Y� ii .T 1 to A" i i � t d q L -' 5 a 'J3 L C ! 2 's`F { 7L ... EILIN6 MOUNTED (E) NEUTRAL PIER (N) STOREFRONT Q BLADE 5I6N ABOVE 6YP5UM GEILIN6 SUSPENDED STOCKROOM LIGHTING AT 121 -0" A.F.F., (TYPICAL) 6 '.BD. N) %" GYP. BD. SOFFIT ) MALL BULKHEAD MOUNT i'-6" A.F.F. STOGKROOMI (N) BLACK GABINETl 6.G. TO INSTALL BLACK CABINET BESIDE ELECTRICAL PANEL. ALDO IT DEPARTMENT WILL PROVIDE AND SHIP CABINET TO THE SITE. ALL GAT5 GABLES, FROM GASH COUNTER AND "ry ' SYSTEM TO ALL COME TO THIS GABI �' ABINET TO BE MOUNTED AT 1' -0" A.F.F. MOUNT @ III-6" A.F.F. 4' -4" 4' -0" 6YP. BD. SOFFIT GYP. BD. INTERIOR L L BLADE 516N REFER TO DETAIL E/3E FOR GASHWRAP ELECTRICAL REQUIREMENTS (R) ELECTRICAL SERVICES (REFER TO ENGINEERING PLANS) (I) NEW CATS GABLE PLUS (I) DUPLEX OUTLET 24" X 24 " ACC S PANEL G 6YPSUM GEILIN6 N) %" GYP. BD. SOFFIT MALL BULKHEAD 6 -. BD. GEIL OUNTED }n)` 4 �ffP,h7,;'y1 REFLECTED CEILING PLAN 1/4" = I'-0" MALL SERVICE CORRIDOR T� r SUSPENDED STOCKROOM LIGHTING AT 12' -O" A.F.P., (TYPICAL) s_t (N) 5/8" TYPE SUSP. 6YP. 13D. CEILING OUT SALES AREA 4' -1" 4' -0" 1' -8" 2' -O" A v EMIS /ISSUED 7 t 7 . ISSUED FOR CONSTRUCTION / / / / / , , �ZCn1 \ °W� 15 E< Ng aw ZWW 'h r Fi_ 1 FAN 4 LI6HT COMBO I I 1 r- - --, 1 I l 1 \ I 1 ) 1 I i // \\ .L_J I / j I 1 2 x 3/4" THICK UNFINISH PLYWOOD PANEL 8' -0" METAL STUDS INSTALLED 16" G /G. @ 5/8" THICK GYPSUM BOARD, TYPE X, PAINTED 4 TYPICAL TYPICAL TOILET CEILING SECTION 3" = 1' -0" 46' -8" IX CATS FOR "FIND ". G.G. TO BRING CONDUIT WITH ONE LOOSE GAT5 WITH 20 FEET OF EXTRA LEN6HT AT BOTTOM OF THIS ARMOIRE 6.0. TO PROVIDE REINFORCEMENT AS REQUIRED SELF- TAPPING SCREWS (VP.) 2' -0 3/8" ROUGH OPENING 2' -O" DRYWALL BEAD 4 DRYWALL CEMENT TYPICAL AROUND WALL OPENING e ACCESS PANEL DIMENSION ACCESS • PANEL CEILING PANEL 3" = 0 A' 1 1- 3 5/8" METAL STUD W/ P.R. WOOD BLOCKING TYPICAL @ PANEL ROUGH OPENING 14 ggaa. METAL DOOR, PIN15H 24" x 24" RECESSED ACCESS PANEL SERIES: KDW BY KARP ASSOCIATES, INC. (OR EQUIVALENT APPROVED) 5/8" 6YP5UM BD. FINISH t %7 CONGEALED PIANO HINGE STORE GEILIN6 r+ ASPD E.H. PRICE AIR DIFFUSER MOUNTIN6 CLIP I I/2° CHANNEL ® 4' -0" G.G. MAX. - AIR DIFFUSER SUPPORT DETAIL I I/2" = E.14. PRICE, 5PF STEEL SURFACE MOUNT ADAPTOR FRAME FOR DRYWALL CEILING " THICK, PAINTED GYPSUM BOARD REVISION N0;! bDlM6 REVIEWED FOR CODE COMPLIANCE ' APPROVED IJUL 12 2012 City of Tukwila BUILDING DIVISION H: \Omega \ALDO \AD012005 — South RECtrVtu CITY OF TUKWILA JUL 05,2012 PERMIT CENTER Center Shopping Town \Cod \2167_1.dwg DATE EMIS /ISSUED MAY 01, 2012 ALDO / SAJO / L.L., BID 4 PERMIT JUNE 04 , 2012 ISSUED FOR CONSTRUCTION JUNE 28, 2012 ISSUED FOR 5ITE CONDITION PRINT DATE 2012 -06 -28 REGISTERED ARCHITECT b/113/1W. BLAIR S. LEACH STATE OF WASHINGTON 4 2012 -06 -28 PER FIELD CONDITIONS 20I2- 05 -2q PER ALDO COMMENTS NO. DATE REVISION THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ALDO GROUP AND ITS ASSOCIATED COMPANIES TO EXPLAIN THE LAYOUT AND SERVICES REQUIREMENTS FOR THE TRADE FIXTURES OR TO EXPLAIN COMPANY CONSTRUCTION STANDARDS. ALL DIMENSIONS SHALL BE VERIFIED ON SITE. ALL ERRORS AND DISCREPANCIES SHALL BE REPORTED TO THE OWNER BEFORE PROCEEDING WITH THE WORK. NO DIMENSIONS SHOULD BE MEASURED ON THE DRAWING. DIMENSIONS AND AREAS ON THIS DRAWING ARE FOR INFORMATION ONLY AAD:FITCH, Inc. FITCH 16435 North Scottsdale Rd. Suite 195 Scottsdale, Arizona 85254 T +1 480 998 4200 F +1 480 998 7223 www.FITCH.com P.N. A1,012005 ALDO G R O U P E 2300 EN ILE- BELANGER, MONTREAL QUEBEC, CANADA, H4R 3J4 TEL.: (514) 747 -2536 FAX: (514) 747 -6504 PROJET /PROJECT: ALDO SOUTHCENTER WESTF I ELD SEATTLE, WASHINGTON TITRE /TITLE: REFLECTED CEILING PLAN PROJET NO. /PROJECT NO. 2161 DESSINE /DRAWN: ECHELLE /SCALE: CONCEPT, ANNEE /YEAR: AA06 VERIFIE /CHECKED: K.S. PAGE: 2 ALDO ELECTRICAL LEGEND - 2006 ISSUED: MARCH, 2012 USA LIGHTING FIXTURES MAY 01, 2012 UGHTING AM ES JUNE 04, 2012 ELECTRICAL EQUIPMENT JUNE 28, 2012 SOUND EQUIPMENT NO TYPE DESCRIPTION MOUNTING IMP DESG VOLTS MANUFACTURER UM REMARKS FINISH • NO TYPE DESCRIP710N MOUNTING LAMP DESC. VOLTS MANUFACTURER MODEL REMARKS F*NSH NO TYPE DESCRIPTION QTY NO TYPE DESCRIPTION QTY EMERGENCY LIGHT SURFACE MOUNTED 12W 120 BEGHELLI HWE12- 150- 2LR -12W 150W 120 277 VAC, / 12 VDC BATTERY UNIT C/W 2x12W HEADS 2 /' 1 AO '' I / �• / �� I , ' .rO s'1 1 :� rat CONVENIENCE DUPLEX OUTLET A SERI 0V AT 12" A.F.F. (UNLESS OTHERWISE NOTED) BY "DECORA SERIES ', WHITE 39 sw RECEIVER: TEAL AG370, COL: BLACK 2 Z r p 1 SPEAKERS: CANTON _ BRACKETS FOR �CEIUN MOUNTING INCLUDED FOR WALL MOUNTING, USE CANTONMOUNT X BRACKET PROVIDE 1 WIRE /SPEAKER !4 , „fir...4 Acid , ' ' 1 a + / •'' • , 1� ' 1 /' / / 0 /dr / / ,� , 1 • 1 T • n e l0' 8:e- . •' ' ' ' 0, 000 • / . , 1i'1 ' '' 1 r 11: I ,� h _. I:.. ,. / :, • �,. _ , _- fro • I ,I I I � I I I I 37 : SINGLE RECEPTACLE 20A -120V WITH ISOLATED GROUND HUBBEL IF -5251 IN T &B SERIES. FLOOR BOX FOR CASH REGISTER RUN A SEPARATE GREEN ISOLATED WIRE DIRECT TO GROUND SUBWOOFER: CANTON AS60, COL GREY �11 •0 1 / r,• , 7 , p" 1, I r • , , • ' 7 Si r ' + I . r ', r 1 - , ,49 /d�.' ,i 11/1'.`: G. roT705..,.F., r d ' 8” PROVIDE ELECTRICAL OUTLET AND WIRING 0 S A.F.F. (IF SUBWOOFER IS IN FEATURE) EMERGENCY CY SURFACE 18W 120 BEGHELLI ESL- 12- 36- 2LR- FM -12W -H 120/277 VAC 36W, SELF POWERED UNIT C/W 2x18W PAR 36 FRONT MOUNT HEADS 3 38 C TELEPHONE OUTLET 8 � ® RUSSOUND VOLUME CONTROLER, - #ALTL -2D, IN STOCKROOM 24 �"j EXIT SIGN RECESS CEILING MOUNT 9W 120 BEGHEW OL2— SA— LR- 1 —C —CR "EXIT" EDGELIT RED LETTERS ON CLEAR ACRYLIC 120/277 VAC SELF POWERED WHITE 1 39 TELEPHONE OUTLET FOR CREDIT CARD VERIFICATION 2 AMX SPEAKERS, 2 CHANNELS, #AS01, COLOR BLACK IN STOCKROOM 2 STOCKROOM EXIT U LIVERS L 9W 120 BEGHEW STX- SA- LR -U -W WHITE METAL, 120/277 VAC SELF POWERED -- FOR STOCKROOM ONLY -- ITE 3 INSTALL D AT 61 TAATF F ROBERTSHAW SERIE 300, TE, PROGRAMMABLE 57 ® AMX SPEAKER SWITCH, #AR 45 / 12M12 IN STOCKROOM 26 I� 11 FLUORESCENT (2x) 21W 34 "LONG + (2x) 28W 46 "LONG. EACH T5 MINIATURE FIXTURE W/ ELECTRONIC BALLAST 41001( BULB AND CLEAR TUBEGUARD OVER LAMP 120 CANLYIE CFI VERTICAL PORTABLE FIXTURE (2x) ALD91SWH2821 UNUPG— PNT— P —LP841 SINGLE SECTION WALL DISPLAY WITH (2) VERTICAL PORTABLE LIGHTING. EACH FIXTURE IS SUPPLIED WITH A MALE PLUG -IN 8' -0 "L CORD. GENERAL CONTRACTOR TO SUPPLY AND INSTALL CONVIENCE DUPLEX OUTLET(S) AS PER ENGINEER'S ELECTRICAL DRAWINGS WHITE 4 4 i $ » » SINGLE TOGGLE SWITCH 15A 1 P 120V, "DECORA SERIES WHITE 5 ' ,� / I ® 7 / r .' '' ' '/ .' �� OTHERS rr 42 4* SPEAKER WIRING POINT of ORIGIN AT 66" AFF. (INSTALLED HORIZONTALLY) SUPPLIED AND INSTALED BY ELECTRICAL CONTRACTOR) 1 � �� SQUARE DIFFUSER IN ALUMINUM, MODEL ASPD \31\ 812, SERIES SPD BY 'PRICE' DIMENSION : 24 "(SALES AREA) , 12 "(WINDOWS) 4 COMPACT FLUORESCENT RECESSED DOWNUGHT (1x) 32W 120 COOPER LIGHTING PDS PD6- V142E -6VC BULB: 4100' K, CRI = t82 LEAR ALZA/ REFLECTOR, WHITE TRIM 6 43 CHIME, BY "EDWARDS' #17 -4, LOCATED ON STOCKROOM ENTRANCE CEILING 1 E.H. PRICE C/W 0.8. DAMPER MODEL 530 /FL /A 812 45' DEFLECTION BLADES. (REFER TO ENGINEER DRAWINGS) For arr M ' " A /I. r AA I r • AEC.; I 1' 119 ; 1 S11 Ayr,' A I 4P4" 27 IF�9 11 1 II 1 G» 11 II I FLUORESCENT (3x) 21W 34 "LONG + (3x) 28W 46 "LONG. EACH T5 MINIATURE FIXTURE W/ ELECTRONIC BALLAST 41001( BULB AND CLEAR TUBEGUARD OVER LAMP 120 CANLYTE CFl PORTABLE FIXTURE (3x) ALD91SWH2821 UNVPG— PNT— P —LP841 DOUBLE SECTION WALL DISPLAY WITH (3) VERTICAL PORTABLE LIGHTING. WITH A MALE PLUG-IN L8'R0 "L CORD. GENERAL CONTRACTOR TO SUPPLY AND INSTALL CONVIENCE DUPLEX OUTLET(S) AS PER ENGINEER'S ELECTRICAL DRAWINGS WHITE 2 44 O BUZZER, BY EDWARDS X600, LOCATED AT BACKSTORE ENTRANCE "EDWARDS" 1 60 ' ELECTRICAL PANEL (SEE ENGINEER DRAWINGS) 2(R) !' 00 Ili= 1, -� , 0� �,� '' / ; r 1 s -p %0 ► rip 0' •• /� s 1/► .X i R'; /, ; t % . 1 pr �, ' , F;40% /D: 45 C TIME CLOCK BY "PARAGON" 7007 -0 OREQUIVALENT 1 / dAr0 I ���1) • , • / _ ' for I: r 1 p r : :E � rer 0 S� , X11 O , , , Al , . ,-1.44-., ; I , , / % F. �' A- ► I - : r , ' . r : +' 1 • e r e r • %' q ` , u / parr.. .��� _.'l�•�' � I . • A 1 ' 'i / A , � A � .�• ' 1 '/ir ' Ai+ 1� 1 Ot � •.i' AO rr 1r .� L 1 rID 1 17 / 1 9 ' , J' 1 28 1 L . 1 �» 1 1� d FLUORESCENT 4x 21W ( ) 34 "LONG + (4x) 28W 46 "LONG. EACH T5 MINIATURE FIXTURE W/ ELECTRONIC BALLAST 41001( BULB AND CLEAR TUBEGUARD OVER LAMP 120 CANLYTE CFl VERTICAL PORTABLE FIXTURE (4x) ALD91SWH2821 UNVPG- PNT- P -LP841 TRIPLE SECTION WALL DISPLAY WITH (4) VERTICAL PORTABLE LIGHTING. EACH FIXTURE IS SUPPLIED WITH A MALE PLUG -IN 8' -0"L CORD. GENERAL CONTRACTOR TO SUPPLY AND INSTALL CONVIENCE DUPLEX OUTLET(S) AS PER ENGINEER'S ELECTRICAL DRAWINGS WHITE 5 47 SIGN JUNCTION BOX (SEE SIGN SPECS.) 9 • MULTIPLE LARGE SIMPLE CERAMIC METAL HAUDE RECESS (1) 39 WATT PAR 30 CMH 120 SYSTEMALUX 8210- 1MH35- 120-01 WITH MUL-210C PLASTER FRAME AND 8211 -01 CROSS BAFFLE 40001( 0 SRAM SYLVANIA ONLY, 30' FLOOD FIXTURES WITH BAFFLE TO BE USED FOR FLOOR UNITS ONLY WHITE 5 48 QJ JUNCTION BOX 11 10 • • MULTIPLE LARGE DOUBLE CERAMIC METAL HALIDE RECESS (2) 39 WATT PAR 30 CMH 120 SYSTEMALUX 8220- 2MH35- 120 -01 W1iH MUL -2200 PLASTER FRAME AND 8211 -01 CROSS BAFFLE 40001( O SRAM SYLVANIA ONLY, 30' FLOOD FlXIURES WITH BAFFLE TO BE USED FOR FLOOR UNITS ONLY WHILE A 18 49 STOREFRONT SIGN - INCLUDING FLUORESCENT FIXTURE - TO BE HARDWIRED SEE MANUFACTURER 1 ® Orecr /A '' o I 1 31*' r r � :; /• I r r or- r 7 lorr � 1 0r' pi r / �• PV4PV �� I� 3o � ' ' D• ,/ � ' ' " :, ' , G / .; • F 1/Lll�� P CD. 01 I 2 TELEPHONE OUTLET FOR ALARM RJ31X (CONNECTED TO SECOND PHONE UNE) r /��11� ri ► � M' 11 I , I 1 r " /: r 1 01 D 2 i -D •ail. -- rr;,r r 111 0 ,, p / 1"'' I ' I �� r '' e/.' 9 1. �/1 : p . 11 1 " /^'^ `3A1 I m W L 3KO1 ° I ( L FLUORESCENT DISPLAY FURNITURE (14 21W 14W T5 41001( 120 FORESIGHT MINIATURE "STAR INTERUNK" WITH ELECTRONIC BALLAST COMPLETE WITH REMOVABLE DIFFUSER LENSE, " CABLE, NENDUTO WHITE D" INTER LONG PLUGIN CONNECTOR G.C. TO SUPPLY & INSTALL FLOOR OUTLET AS PER ENGINEER'S ELECTRICAL DRAWINGS WHITE 13 I' = •1 SIMPLE METAL HALIDE RECESSED (1) 39 WATT T4, GU06�518ASE 120 AMERLUX CYLSR- 1- 39 -T4GU6 5 -E -WT- 120 -11 -WT ' REFLECTOR FLOOD 25 R FROSTED LENSE 9feet & 14feet IQ 21 52 W RECESS FLOOR BOX WITH DUPLEX RECEPTACLE, 20A -120V FOR PLUG IN DISPLAY TABLES WITH ALUMINUM FINISHED FLIP LID COVER PLATE AND BOX, LEW ELECTRIC, CAT SWB- 2LR -A, OR APPROVED EQUAL, CONTRACTOR SHALL MEASURE FLOOR CAVITY TO INSURE PROPER FITTING 4 14 DOUBLE METAL HAUDE RECESSED (2) 39 WATT T4, GU6.5 BASE 40001( 120 AMERLUX CYLSR- 2- 39- T4GU6. 5 -E-WT-120-FL-WT FLOOD 25' REFLECTOR FROSTED LENSE FOR CEILING BETWEEN 9feet & 14feet WHITE 12 I0-1:-.41 31 1-^^ 3At3 I ar I L�3K03 ° J FLUORESCENT DISPLAY URNITURE (1x) 21W T5 41001( 120 FORESIGHT MINIATURE "STAR INTERUNK" WITH ELECTRONIC BALLAST COMPLETE WITH REMOVABLE DIFFUSER LENSE, MOUNTING CUP, WHITE 72" LONG PLUGIN "END CABLE, END TO END INTER CONNECTOR G.C. TO SUPPLY & INSTALL FLOOR OUTLET AS PER ENGINEER'S ELECTRICAL DRAWINGS WHITE 2 15 8' -O" FLUORESCENT SURFACE MOUNTED 2x 28W COOL MI : ( ) BULB F28T8/SP41 120 COOPER LIGHTING 4T- SN- 132- 120EB81 » » SPECIFY USA FOR URL CERTIFICATION", INSTALLED AT 12' -0" A.F.F. A F.F. SUPPLY & INSTALL PROTECTION GRILLE IF STOCKROOM HEIGHT IS LESS THAN 10'-0" HIGH OR WHEN STOCKROOM IS ON TWO LEVELS. WHITE 12 Q COMMUNICATION BOX WITH 1 -CAT. 5 CABLE FOR FIND SYSTEM IN SALES AREA. WIRE TO BE RUN DOWN DEMISED WALL IN CONDUIT. ALLOW 10 FEET SLACK AT BOTH ENDS AND COILED UNDER ARMOIRE BASE. --, i / � /�� orAi �1� I' ���' I LUG r i�� ,:4.100"4 �,: i Or p D.;,. . ' I ; L �,' VAV 1111 /I. �•�� �I /r �ISHA11 �O rG1' '�,��jC, / i ' / I 1 ' �� I ' �.. 1, �' I1�e'• 0'� 'D 'R� I1, . ,p1 :. 1 p y r I 0. ' r ••P I F rl' / E DI il l I ' I /'V'1 4 ��/ 19 I ;Ip , 1 r ,i r , O1 1. �1� 1, ' O �► , '� 'P `) �/ / rirrerAr, 1 Ip ./'ID a '1 D 'SS it :0 O . F 1 !' SIN'; : 41 , r rr /� • r ' 1 /I r11./ 11dr L•�� Ii;Jr- , ``' •• '.IO 0..1 I I�� ' ,i 1 VENTILATION UGHT FIXTURE 26W 120 GROAN QTR11oL VENTILATION /UGHT FIXTURE COMBINATION pri, roy-- ���9 idiAO.All , , I // •. , 1 I Q �; �' , [i'� U 'T I .71 NI $ r ► 9 SI H G H 1 ID E 1 0' % t•Ad4,10 O r ;IX ° U ': Q 1 Al Afill 20 4 EMERGENCY UGHT RECESSED 9W 120 BEGHELLI RDO —SE -8W RECESSED GIMBAL 120/277 VAC, SELF POWERED 3 NO11ES: QUANTITIES OF ANY DISCREPANCIES WITH FOR ALARM INSTALLATION, EXISTING FIXTURES, OUTLETS, ETC. DESCRIBED IN ELECTRICAL LEGEND TO BE CHECKED ON SITE - PLEASE ADVISE THE ALDO GROUP OF QUANTITIES NOTED ON PLAN REFER TO SEPARATE DRAWING REVISION N01- p 11— 146 REVIEWED FOR E APPROVED NCE IJUL 12 2012 City of Tukwila WING DIVISION RECtbvEU CITY OF TUKVVILA JUL 0 5 2012 PERMIT CENTER H: \Omega \ALDO \AD012005 - South Center Shopping Town \Cad \2167_1.dwg ALDO DATE EMIS /ISSUED MAY 01, 2012 ALDO / SAJO / L.L., BID 4 PERMIT JUNE 04, 2012 ISSUED FOR CONSTRUCTION JUNE 28, 2012 ISSUED FOR SITE CONDITION PRINT DATE 2012 -06 -28 REGISTERED ARCHITECT BLAIR S. LEACH STATE OF WASHINGTON 2012 -05 -29 PER ALDO COMMENTS NO. DATE REVISION THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ALDO GROUP AND ITS ASSOCIATED COMPANIES TO EXPLAIN THE LAYOUT AND SERVICES REQUIREMENTS FOR THE TRADE FIXTURES OR TO EXPLAIN COMPANY CONSTRUCTION STANDARDS, ALL DIMENSIONS SHALL BE VERIFIED ON SITE. ALL ERRORS AND DISCREPANCIES SHALL BE REPORTED TO THE OWNER BEFORE PROCEEDING WITH THE WORK. NO DIMENSIONS SHOULD BE MEASURED ON THE DRAWING. DIMENSIONS AND AREAS ON THIS DRAWING ARE FOR INFORMATION ONLY AAD:FITCH, Inc. FITCH 16435 North Scottsdale Rd. Suite 195 Scottsdale, Arizona 85254 T +1 480 998 4200 F +1 480 998 7223 www.FITCH.com P.N. ADO12005 ALDO G R O U P E 2300 Ev1ILE- BELANGER, MONTREAL QUEBEC, CA \ADA, H4R 3J4 TEL.: (514) 747 -2536 FAX: (514) 747 -6504 PROJET /PROJECT: ALDO SOUTHGENTER YVESTF I ELo SEATTLE, YVASHINGTON TITRE /TITLE: LIGHT FIXTURE SCHEDULE PROJET NO. /PROJECT NO. 2161 DESSINE /DRAWN: A.M.J. ECHELLE /SCALE: VERIFIE /CHECKED: K.S. CONCEPT, ANNEE /YEAR: AA06 PAGE: 2A WALL TYPE LEGEND r�i�7 tt� r1: a�F ei'U.�iY�k5. DEMISING WALL AND COLUMN EXISTING WALL TO REMAIN NEW WALL TO BUILD SEE TYPO TRANSITION STRIP: RENO -RAMP SERIES BY "SCHLUTER SYSTEMS" Yz' Ht, MODEL *AERP 125 ALUMINUM SATIN ANODIZED FINISH STOCKROOM AREA I NOTE: 6.G. HAS TO MAKE SURE THAT THE STORE FLOOR TILES AND START OF RENO -RAMP ARE AT THE SAME LEVEL. 6.G. HAS TO ADVISE ALDO 6ROUP OF ANY SPECIAL SITE CONDITION. 3 )i" .•&4 'c I /8" ALUMINUM TERRAZZO TRANSITION STRIP 1 SALES AREA I LOOR TILE 4. 4 4 4 . 4 4. • . 4 .4 c 4 (E) CONCRETE FLOOR TRANSITION STRIP DETAIL I' -0" = ILO ". 6.G. 15 REQUIRED TO INSTALL A WATERPROOF MEMBRANE IN ALL NET AREAS OF THE SPACE. TENANT SHALL USE A 30 MIL POLYETHYLENE CLEAVAGE MEMBRANE (EQUAL TO NOBLESEAL TS) INSTALLED PER MANUFACTURES RECOMMENDATIONS AND ANSI A.I06. MEMBRANE MUST BE EXTENDED UP THE WALL A MINIMUM OF 4" OR EQUAL TO THE HEIGHT OF THE FLOOR BASE. 3Y" 2 6ENERAL NOTES LANDLORD APPROVAL MUST BE AWARDED PRIOR TO START OF WORKS. ONE SET OF LANDLORD APPROVED DRAWINGS SHALL BE KEPT INTACT ON JOB SITE AND AVAILABLE FOR REFERENCING AT ALL TIMES. PRIOR TO START OF CONSTRUCTION, THE 6ENERAL CONTRACTOR SHALL MEET WITH THE APPROPRIATE REPRESENTATIVE OF MALL AND OTHER AUTHORITIES. CONTRACTORS SHALL COMPLY WITH ALL REQUIREMENTS FOR BARRICADES, SAFETY, WORK HOURS, ACCESS, ETC. CONTRACTORS SHALL VERIFY ALL CRITICAL DIMENSIONS AND CONDITIONS OF EXISTIN6 CONSTRUCTION THAT RELATE TO THIS TENANTS WORK. PRIOR TO CONSTRUCTION, NOTIFY TENANT IN WRITING REGARDING ANY ELEMENTS FOUND TO BE INCONSISTENT OR NOT COMPATIBLE WITH THE WORK INDICATED BY THESE DOCUMENTS. THE GENERAL CONTRACTOR SHALL VERIFY WITH MALL AUTHORITIES THE EXACT LEASE LINE OF THE TENANT SPACE INGLUDIN6 "POP -OUT" CONDITIONS AND 516N PROJECTING OVER LEASE LINE WHERE APPLICABLE, AND SHALL BE FAMILIAR AND COMPLY WITH ALL REQUIREMENTS FOR THE INTERSECTION OF TENANT CONSTRUCTION WITH MALL CONCOURSE CONSTRUCTION. THE GENERAL CONTRACTOR SHALL NOTIFY THE TENANT OF ANY REQUIREMENTS THAT CAUSE A CONFLICT WITH THE WORK INDICATED BY THE CONTRACT DOCUMENT. CONTRACTORS SHALL BE FAMILIAR AND COMPLY WITH MALL REQUIREMENTS FOR ATTACHMENT TO AND SUSPENSION FROM THE EXISTING MALL STRUCTURE. THE GENERAL CONTRACTOR SHALL PATCH, REPLACE AND /OR REPAIR ALL EXISTING MALL CONSTRUCTION DAMAGED OR DISTURBED PURING WORK AS INDICATED BY THE CONTRACT DOCUMENTS. SPECIAL CARE SHALL BE TAKEN TO MAINTAIN OR RESTORE THE INTEGRITY OF ANY FIRE RATED WALLS AND PARTITIONS, SMOKE DETECTION AND ALARM SYSTEMS. ALL EXISTING SUBSTRATES SHALL BE PATCHED, GROUND, FILLED, ETC., AS REQUIRED TO PROVIDE A SUITABLE SUBSTRATE FOR THE APPLICATION OF NEW FINISHES AS DESCRIBED BY THE MANUFACTURER'S SPECIFICATIONS. ANY INSTALLATION OR APPLICATION OF A NEW FINISH OVER A SUBSTRATE SHALL CONSTITUTE ACCEPTANCE OF THE SUBSTRATE. THE GENERAL CONTRACTOR SHALL NOTIFY THE TENANT OF ANY SUBSTRATE THAT CANNOT BE REASONABLY PREPARED TO RECEIVE OR ACCEPT THE NEW FINISHES. 6.C. TO COORDINATE CONSTRUCTION WORK WITH ENGINEER'S PLANS. ALL EXISTING DEMISIN6 WALLS AND NEW WALL CONSTRUCTION TO BE BUILT TO THE DECK LEVEL, UNLESS OTHERWISE NOTED (REFER TO WALL TYPES LE6END). J SALES AREA I FLOOR TILE w TRANSITION STRIP: SCHIENE SERIES BY "SCHLUTER SYSTEMS" 1" Ht, MODEL #AE 125 ALUMINUM SATIN ANODIZED FINISH- t� MALL AREA NOTE 6.G. HAS TO MAKE SURE THAT THE STORE FLOOR TILES AND MALL'S FLOOR TILES ARE AT THE SAME LEVEL. 6.G. HAS TO ADVISE ALDO 6ROUP OF ANY SPECIAL SITE CONDITION. ••.u. • 4 4 4 a a 4 44 (E) CONCRETE FLOOR TRANSITION STRIP DETAIL ISSUED: MAY, 2010 DOORS SCHEDULE DOORS FRAMES HARDWARE NO. LOCATION DIMENSIONS TYPE MAT. FINISH U.L.G. GLAZING MAT. FINISH SILL HARDWARE NOTE ® STOREFRONT (Boricade) 3' -0" x 1' -0" (sea plans) HOLLOW CORE METAL DOOR METAL BARRICADE SAME AS - -- - -- - -- BARRICADE SAME A5 -- - 3 STANDARD HINGES - PRIVACY LATCH SET * D 105 BY SGHLA6E - KNOB TYPE 'PLYMOUTH', FINISH 626D BY SCHLA6E • STOREFRONT (Mall to store) 2- 31-6" x 10' -0" (NEW) FRAME LESS PIVOT DOORS BY "PRELGO" OR G.R. LAURENCE EQUIVALENT �- ALUMINUM 6LA55ANODIZEI7 CLEAR --- 3/4" TEMP. GLASS - -- - -- - -- STANDARD HARDWARE FOR "PREL -6ARD" WITH BOTTOM DEAD LOCK TYPE "5S -301" 60" HIGH HANDLE *T6 61451 BY "DORMA" HARDWARE, TRACK : BY "PRELCO" OR MEDECO LOCKS + (N) REST ROOM (STOCKROOM TO TOILET) 3-0 " X 6-8 ( EN "HONEY HONEY COMB GORE MA50NITE PAINTED SEMI GLOSS ALKYDE - -- - -- METAL PAINTED MARBLE - 2 STANDARD HINGES - LOCK OFFICE FUNCTION ALSOPD -JUP -626 BY 'SGHLA6E' - WALL MOUNTED DOOR STOP - DOOR CLOSER "CORBIN RUSSWIN" DC4000 SERIES. MODEL * DG46I3 - HANDICAP WASHROOM MIXTE STICKER .Z.. BAGKSTORE (stockroom to corrklor) 31.0 X /' -0n (NEW BY LANDWARD) METAL METAL PAINTED - -- - -- METAL PAINTED METAL - 3 STANDARD HINGES - PANIC BAR "VON DUPRIN" 22 SERIES FIR EXIT DEVICE MODEL * 22TP -F U526D - DOOR CLOSER "CORBIN RUSSWIN" DG4000 58RIE5. MODEL # DC4613 - 110' BRIGHT BRASS WIDE ANGLE VIEWER, MODEL #8036168 BY 'STANLEY' HARDWARE OR EQUIVALENT APPROVED G.C. TO INSTALL NEW PANIC HARDWARE DEVICES IF NONE ALREADY EXIST., MEDELCO LOCKS DOOR FRAMES AND HARDWARE TO BE SUPPLIED AND INSTALLED BY THE GENERAL CONTRACTOR, UNLESS SPECIFIED, SEE BELOW FOR TO BE APPROVED BY THE ALDO GROUP LOCKS SPECIFICATIONS. MAIN ENTRANCE TO REAP "THIS DOOR SHALL REMAIN UNLOCKED WHILE BUILDING 15 OCCUPIED" IN I" HIGH LETTERS OF CONTRAST IN COLOR TO SHALL BE THE LEVER TYPE, NOT REQUIRING TIGHT GRASPING, EXCESSIVE TWISTING, OR MOVEMENT OF THE WRIST, AND CAPABLE OF OPERATING LB. OF PRESSURE BE MOUNTED BETWEEN 34" AND 48" OF FINISHED FLOOR SHALL BE ADJUSTED TO OPERATE WITH 5 LB. OF FORCE APPLIED TO DOOR. EXCEPTION— FIRE DOORS SHALL BE ADJUSTED TO OPERATE WITH 15 OR AS DIRECTED BY FIRE OFFICIAL. 10" OF THE PUSH SIDE OF DOORS SHALL BE PROVIDED WITH A SMOOTH SURFACE EXTENDING THE FLL WIDTH OF THE DOOR; EXCEPTION: TEMPERED WITHOUT TOP EDGE STILES HAVING A BOTTOM RAIL OR SHOE WITH THE TOP EDGE TAPERED 60 DEGREES MIN FROM THE HORIZONTAL. DOOR OR LATCHES) WITHIN 10" OF THE FLOOR SURFACE SHALL NOT PROTUDE MORE THAN )(6" FROM ADJACENT SMOOTH SURFACE. OF DOORS SHALL PROVIDE A MIN CLEAR WIDTH OF 32" AS MEASURED FROM THE DOOR SURFACE TO THE OPPOSITE JAMB, WHEN THE DOOR 15 OPEN POSITION. BE SIDE HINGE OR PIVOT STYLE $ OPEN IN THE DIRECTION OF TRAVEL WHEN SERVING AN OCCUPANT LOAD OF 50 OR MORE PERSONS. I. ALL DOORS, 2. ALL EQUIVALENT 3. SIGN ABOVE BACKGROUND 4. ALL DOOR HANDLES WITH UNDER 5 5. HARDWARE SHALL 6. DOOR CLOSERS L.B. OF FORGE, 1 THE BOTTOM GLASS DOORS HARDWARE (LOCKS 8. DOORS OR LEAFS IN THE FULLY '1. DOORS SHALL NOTE TO GENERAL CONTRACTOR: SECURITY NEV STORE: CONTRACTOR NEW PANIC BAR IS ALREADY LOCK. EXISTING LOCK EXISTING STORE 15 TO SUPPLY 4 OR KEEP EXISTING IN PLACE, IT SHOULD 4 TO RE- INSTALL ON 4 RE- INSTALL AT AT TEMP TO STORE THAT WAS LOCKS SPECIFICATIONS PIVOT DOORS- GATES HOUSING #32- 0115 -26 0101 -20 -26 SM #652285 HOUSING #32- 0115 -26 0101 -20 -26 SM #652285 SET #ALSOPD- SAT -626 -T4 -626 S14652213 NOM ALL HARDWARE IS SATIN CHROME FINISH UNLESS OTHERWISE REQUESTED. IF THIS 15 A RENOVATION OF AN EXISTING ALDO GROUP LOCATION, LOCK ARE TO BE RECUPERATED. RE -USE PER NEW LAYOUT AND RE -KEY AS REQUIRED. UPON FINALIZATION OF WORK, THE GENERAL CONTRACTOR SHALL CONTACT THE FOLLOWING LOCKSMITH, NAMED BY THE ALDO GROUP, TO PERFORM THE REPLACEMENT OF ALL LOCK CYLINDERS. ALL LOCK CYLINDERS SHOULD HAVE THE SAME MASTER KEY 4 LOCK. 6.C. TO FURNISH KEYS TO ALDO @ FINAL SITE INSPECTION. QUANTITY OF KEYS 15 2. STOREFRONT DOOR: GENERAL INSTALL NEW MEDECO LOCKS. BACKDOOR TO INSTALL ONE, IF AN EXISTING LOCK BE REPLACED BY NEW MEDEGGD RENOVATION: SLIDING GLASS DOUBLE DOORS- MEDECO 5 PINS I/G MORTISE SM #652304 MEDECO 5 PINS I/C GORE #32- TWO EACH (OUTSIDE/INSIDE) REAR EXIT DOOR MEDECO 5 PINS I/C MORTISE SM#652304 MEDECO 5 PINS I/G GORE #32- OFFICE DOOR SGHLA6E STOREROOM LEVER MEDECO T -4 GORE #201120051 REMOTE STOREROOM MEDECO I/O CORE DEAD BOLT. LOCKSMITH TO REMOVE NEW DOOR. RELOCATION: TO REMOVE LOCKS FROM NEW LOCATION. TEMP STORE (W/ RENOVATION): REMOVE LOCKS FROM EXISTING STORE, INSTALL STORE 4 REINSTALL SAME LOCKS BACK RENOVATED. TEMP STORE (WITHOUT RENOVATION): CONTACTS STANLEY SECURITY SOLUTIONS ATTN : TODD CON6ROVE 6150 E. 15TH ST., SUITE 125 TEL : (811) 333 -412414 INDIANAPOLIS, IN 46250 FAX : (866) 642 -8151 TODD.CONGROVE@ SBD I NG.GOM SAME AS NEW STORE. ± 82'- 107/8" (FIELD VERIFY) MAY OI, 2012 EMIS /ISSUED ALDO / SAJO / L.L., BID 4 PERMIT JUNE 04, 2012 ISSUED FOR CONSTRUCTION JUNE 28, 2012 ISSUED FOR SITE CONDITION PRINT DATE 2012 -06 -28 REGISTERED ARCHITECT 23' -1Y2" 37' -07/8" 11' -10Y2" `536, 2,_6" (N) LAVATORY (E) DEMISING PARTITION CERAMIC FLOOR TILE (TO LEASE LINE) SEE PA (E) DEMISING PARTITIO b/70/10 BLAIR S. LEACH STATE OF WASHINGTON REVISION.NcLL 1119 4 2012 -06 -28 PER FIELD CONDITIONS 3 2012 -05 -30 PER SAJO COMMENTS 2 2012 -05 -30 PER LANDLORD COMMENTS I 2012 -05 -241 PER ALDO COMMENTS NO. DATE REVISION THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ALDO GROUP AND ITS ASSOCIATED COMPANIES TO EXPLAIN THE s4 . t R a tia s 1 i n � } a3 { Ij (N) TOILET (14) an x 8" CERAMIC TILE BY 6.G. in (N) MOP SINK (N) DEMISING PARTITION BY LANDLORD (N) UNISEX TOILET ROOM SI6NA6E REFER TO DETAIL PAINT STOCKROOM WALLS WITH ONE GOAT WHITE PRIMER (TYP) I i I i (IO DRINKING I FOUNTAIN e F- CERAMIC TILE BY TENANT G.C. IF REQUIRED, L.L. BUILT TOILET ROOM WILL NOT HAVE TILE AT //A� CONSTRUCTION !1J 1 STOCKROOM I PAINT STOCKROOM FLOOR (R) ELECTRICAL EQUIPMENT REFER TO ELECTRICAL DRAWINGS (N) REAR SERVICE DOOR titer : 1 P p ?'d Z l i-' 4�'"'L S Y F' F T � d ti t P � .,. ,.,. qq 5 ., ,._.��fi�,,,.:�.!3�ik =MI= c 1111111111111111111111 IMF 111 MI ill MN IIIIIIIIIIIMINFM1111111111111119111.4 A 1111111111111 r 111 NUN GEM! ?iT11U � 1 6.0. TO TRENCH SLAB 4 RUN CONDUIT IN SLAB I111 J J 111 NEER \� SALES AREA I' J Inn ELM � 6C. TTRENCH SLAB 4 `� RUN CONDUIT IN SLAB 0i _ 1! II MIN. III= Ell II =MIA 1111111•1111 • LAYOUT AND SERVICES REQUIREMENTS FOR THE TRADE FIXTURES OR TO EXPLAIN COMPANY CONSTRUCTION STANDARDS. ALL DIMENSIONS SHALL BE VERIFIED ON SITE. ALL ERRORS AND DISCREPANCIES SHALL BE REPORTED TO THE OWNER BEFORE PROCEEDING WITH THE WORK. NO DIMENSIONS SHOULD BE MEASURED ON THE DRAWING. DIMENSIONS AND AREAS ON THIS DRAWING ARE FOR INFORMATION ONLY (E) MALL BULKHEAD ABOVE (E) MALL FLOORING TO BE PROTECTED, PATCHED AND REPAIRED AS NEEDED TO MATCH EXISTING MALL FLOORING _. AAD:FITCH, Inc. FITCH 18435 North Scottsdale Rd. Suite 195 Scottsdale, Arizona 85254 T+1 480 998 4200 F +1 480 998 7223 www.FITCH.com LEASE LINE P.N. A17012005 (E) MALL BULKHEAD ABOVE D FOR CMPLIAN ROVED 12 2012 (N) 3/4" THICK CLEAR TEMPERED GLAZIN6 SYSTEM G R O U P E 2300 ENILE— BELANGER, MONTREAL QUEBEC, CANADA, H4R 3J4 TEL.: (514) 747 -2536 FAX: (514) 747 -6504 ' ROJET /PROJECT: of Tukwila ING DIVISI M ALDO SOUTHCENTER WESTF I ELD SEATTLE, WASH I NGTON TITRE /TITLE: NOTE: szesiamaLlezaalititilzteraratma FIXTURE PLAN SCALE I/4' =1'-0" (E) DEMISING PARTITION (E) PAINT STOCKROOM STRUCTURAL WALLS WITH ONE GOAT COLUMN W/ WHITE PRIMER (TYP) NEW PARTITION FURRING BY 6.G. CERAMIC FLOOR TILE (TO LEASE LINE) SEE PATTER CONSTRUCTION PLAN 11'- 113/4' PROJET NO. /PROJECT NO. 2161 11' -3) " 9' -2Ya" 3.-1174" ECHELLE /SCALE: 1' -3Y2" 5" 113/4' 11) DESSINE /DRAWN: A.M.J. VERIFIE /CHECKED: K.5. ± 78' -3" (HELD VERIFY) _416- -4111.- l—a.—r. — —Abu_ J HA Omega LDO \AD012005 — South Center Shopping Town \Cad \2167_1.dwg CONCEPT, ANNEE /YEAR: AA06 PAGE: y" INT. "J" MOLDING 44212A CLEAR ANODIZED. ALUMINUM FINISH 8' -0" EXTRUSION Ys' INT. "J" MOLDING #D 12A CLEAR ANODIZED ALUMINUM FINI 8' -0" EXTRUSION 1/2" THICK MELAMINE PANEL, FINISH �--- FINISH DETAIL 6' =1'-0' GYPSUM WALL TYPE 3" = NEW TOILET ROOM WALL COMI1GTIOtk %" THICK GYPSUM BOARD, TYPE X, FROM SLAB TO UNDERSIDE OF CEILING 3 5/8" METAL STUDS INSTALLED 0 16" c.c. 5/" THICK GYPSUM BOARD, TYPE X, FROM SLAB TO A HEIGHT OF + 8' -0" A.F.F. ti NBN WALL GOHSTRU0= < 54" THICK GYPSUM BOARD, TYPE X, FROM SLAB TO U/5 OF STOCKROOM CEILING 3 %" METAL STUDS INSTALLED m 16" c.c. %" THICK GYPSUM BOARD, TYPE X, FROM SLAB TO U/5 OF SALES AREA CEILING / STOCKROOM ENTRANCE CEILING 5" • WALL TYPE 3" = II -0" Y" THICK MELAMINE PANEL FINISH GLUED TO GYPSUM 50 ARP I:► Y" INT. "J" MOLDING 012A CLEAR ANODIZED ALUMINUM FINISH 8'-0" EXTRUSION 1/2" THICK MELAMINE PANEL, FINISH I:► \F>7 Y" INT. "J" MOLDING #D I2A CLEAR ANODIZED ALUMINUM FINISH 8' e -0" EXTRUSION CORNER DETAIL 6 "= I' -0' 1/2" THICK MELAMINE PANEL,A;► FINISH 'r4" I STOCKROOMS FINISHED FLOOR 0 ti WALL TYPE 3" = 1' -0" L8N WALL GONSTR=ti SALES AREA CEILING %" THICK GYPSUM BOARD, TYPE X, FROM SLAB TO 12' -0" A.F.F. WELDED WIRE MESH FROM GYPSUM BOARD TO U/S OF DECK ON j 5 y ,, I STOCKROOM SIDE 3 %6" METAL 5TUD5 INSTALLED %" THICK GYPSUM BOARD, TYPE X, FROM SLAB TO UNDERSIDE OF SALES AREA CEILING prz A VARIES O WALL TYPE EXISTING DB4IS1N6 WALL GONSTRIUGTl01' EXISTING DEMISING WALL FRAMING FROM SLAB TO DECK ABOVE GENERAL CONTRACTOR TO PATCH 4 REPAIR TO MAINTAIN A ONE HOUR RATING PER U.L. DESIGN NO. U -465 3" = II -0" Wid/ ro, VARIES 4 WALL TYPE lei DENIMS PARTITION CONSTRUCTION BY LAPDLORfh NEW INTERIOR WALL FRAMING FROM SLAB TO DECK ABOVE GENERAL CONTRACTOR TO PATCH 4 REPAIR AS NffDED TO LIKE NEW CONDITION 3" = 11 -0" i- GYPSUM BOARD- )'2" INT. "J" MOLDING 11012A CLEAR ANODIZED ALUMINUM FINISH 8' -0" EXTRUSION CORNER DETAIL 6'; I' -0' 1/2" THICK MELAMINE PANEL, FINISH g:► 1/2" THICK MELAMINE PANEL, FINISH �G7 -Y" INT. "J" MOLDING #D I2A CLEAR ANODIZED ALUMINUM FINISH (ii) 8' -0" EXTRUSION 4Y" a 0 WALL TYPE 3" = II-4" NEW WALL GONSTRUG1T01� 3 %g" METAL STUDS INSTALLED 0 16" c.c. %" THICK GYPSUM BOARD, TYPE X, FROM SLAB TO UNDERSIDE OF STOREFRONT GYPSUM BULKHEAD / SALES AREA CEILING OR SPECIFIED HEIGHT WALL TYPE NBK MOP SINK WALL GONSTRUGTION: /8" THICK GYPSUM BOARD, TYPE X, FROM SLAB TO TOP OF CEILING OR UNDERSIDE OF DECK IF NO CEILING 3 5/8" METAL STUDS INSTALLED ® 16" G /G. 5/8" THICK WATER RESITANT, GYPSUM BOARD FROM SLAB TO UNDERSIDE STOCKROOM GEILIN6 (MOP SINK SIDE) F.R.P. PANEL FROM SLAB TO A HEIGHT OF 4'-0" A.F.F. 1/2" THICK MELAMINE PANEL, FINISH IF 7 -GYPSUM BO Y" INT. "J" MOLDING #D I2A CLEAR ANODIZED ALUMINUM FINISH 8' -0" EXTRUSION CORNER DETAIL 6 "= 1/2" THICK MELAMINE PANEL, FINISH \F %7 Y" INT. "J" MOLDING #D 12A CLEAR ANODIZED ALUMINUM FINISH • ED 8' -0" EXTRUSION VARIES WALL. BASEBOARD SECTION PAINTED DRYWALL REFtR TO INTERIOR ELEVATION FOR FINISH TRANSITION STRIP: SGHIENE SERIES BY ""SCHLUTER SYSTEMS ", MODEL #AEI00, 3/8" THICK ALUMINUM SATIN ANODIZED FINISH CERAMIC TILE BASE AIL ow IZ Q r 5) ,' PANEL p O W IQ d- a 6" PANEL STOCKROOM ENTRANCE PLAN VT= I'-0" LINE OF CEILING '-0 1/2 GYPSUM BOARD N z. 0 o GYPSUM BOARD FINISHED it TH. MELAMINE FINISH 11 X j11 REVEAL FINISHES WITH PLASTIC LAMINATE TO MATCH Ar lir TRANSITION STRIP: SGHIENE SERIES BY "SCHLUTER SYSTEMS" Ht, MODEL ME 125 ALUMINUM SATIN ANODIZED FINISH VARIES 6REY WALL SECTION CERAMIC TILE BASE TO BE ALIGNED WITH FACE OF MELAMINE PANEL AIL BEVtSOM 'MOI_ WI:-14 8 REVIEWED FOR CODE COMPLIANCE t' APPROVED ; I JUL 12 2012 City of Tukwila BUILDING DIVISION RECeiivEu CITY OF TUK+ILA JI1 }_ 0 5 2012 PERMIT CENTER H: \Omego\ALDO\AD012005 — South Center Shopping Town \Cad \2167 -1.dwg ALDO DATE EMIS /ISSUED MAY 01, 2012 ALDO / SAJO / L.L., BID 4 PERMIT JUNE 04, 2012 ISSUED FOR CONSTRUCTION JUNE 28, 2012 ISSUED FOR SITE CONDITION GYPSUM BO CORNER DETAIL 6 "= I' -0' 1/2" THICK MELAMINE PANEL,A;► FINISH 'r4" I STOCKROOMS FINISHED FLOOR 0 ti WALL TYPE 3" = 1' -0" L8N WALL GONSTR=ti SALES AREA CEILING %" THICK GYPSUM BOARD, TYPE X, FROM SLAB TO 12' -0" A.F.F. WELDED WIRE MESH FROM GYPSUM BOARD TO U/S OF DECK ON j 5 y ,, I STOCKROOM SIDE 3 %6" METAL 5TUD5 INSTALLED %" THICK GYPSUM BOARD, TYPE X, FROM SLAB TO UNDERSIDE OF SALES AREA CEILING prz A VARIES O WALL TYPE EXISTING DB4IS1N6 WALL GONSTRIUGTl01' EXISTING DEMISING WALL FRAMING FROM SLAB TO DECK ABOVE GENERAL CONTRACTOR TO PATCH 4 REPAIR TO MAINTAIN A ONE HOUR RATING PER U.L. DESIGN NO. U -465 3" = II -0" Wid/ ro, VARIES 4 WALL TYPE lei DENIMS PARTITION CONSTRUCTION BY LAPDLORfh NEW INTERIOR WALL FRAMING FROM SLAB TO DECK ABOVE GENERAL CONTRACTOR TO PATCH 4 REPAIR AS NffDED TO LIKE NEW CONDITION 3" = 11 -0" i- GYPSUM BOARD- )'2" INT. "J" MOLDING 11012A CLEAR ANODIZED ALUMINUM FINISH 8' -0" EXTRUSION CORNER DETAIL 6'; I' -0' 1/2" THICK MELAMINE PANEL, FINISH g:► 1/2" THICK MELAMINE PANEL, FINISH �G7 -Y" INT. "J" MOLDING #D I2A CLEAR ANODIZED ALUMINUM FINISH (ii) 8' -0" EXTRUSION 4Y" a 0 WALL TYPE 3" = II-4" NEW WALL GONSTRUG1T01� 3 %g" METAL STUDS INSTALLED 0 16" c.c. %" THICK GYPSUM BOARD, TYPE X, FROM SLAB TO UNDERSIDE OF STOREFRONT GYPSUM BULKHEAD / SALES AREA CEILING OR SPECIFIED HEIGHT WALL TYPE NBK MOP SINK WALL GONSTRUGTION: /8" THICK GYPSUM BOARD, TYPE X, FROM SLAB TO TOP OF CEILING OR UNDERSIDE OF DECK IF NO CEILING 3 5/8" METAL STUDS INSTALLED ® 16" G /G. 5/8" THICK WATER RESITANT, GYPSUM BOARD FROM SLAB TO UNDERSIDE STOCKROOM GEILIN6 (MOP SINK SIDE) F.R.P. PANEL FROM SLAB TO A HEIGHT OF 4'-0" A.F.F. 1/2" THICK MELAMINE PANEL, FINISH IF 7 -GYPSUM BO Y" INT. "J" MOLDING #D I2A CLEAR ANODIZED ALUMINUM FINISH 8' -0" EXTRUSION CORNER DETAIL 6 "= 1/2" THICK MELAMINE PANEL, FINISH \F %7 Y" INT. "J" MOLDING #D 12A CLEAR ANODIZED ALUMINUM FINISH • ED 8' -0" EXTRUSION VARIES WALL. BASEBOARD SECTION PAINTED DRYWALL REFtR TO INTERIOR ELEVATION FOR FINISH TRANSITION STRIP: SGHIENE SERIES BY ""SCHLUTER SYSTEMS ", MODEL #AEI00, 3/8" THICK ALUMINUM SATIN ANODIZED FINISH CERAMIC TILE BASE AIL ow IZ Q r 5) ,' PANEL p O W IQ d- a 6" PANEL STOCKROOM ENTRANCE PLAN VT= I'-0" LINE OF CEILING '-0 1/2 GYPSUM BOARD N z. 0 o GYPSUM BOARD FINISHED it TH. MELAMINE FINISH 11 X j11 REVEAL FINISHES WITH PLASTIC LAMINATE TO MATCH Ar lir TRANSITION STRIP: SGHIENE SERIES BY "SCHLUTER SYSTEMS" Ht, MODEL ME 125 ALUMINUM SATIN ANODIZED FINISH VARIES 6REY WALL SECTION CERAMIC TILE BASE TO BE ALIGNED WITH FACE OF MELAMINE PANEL AIL BEVtSOM 'MOI_ WI:-14 8 REVIEWED FOR CODE COMPLIANCE t' APPROVED ; I JUL 12 2012 City of Tukwila BUILDING DIVISION RECeiivEu CITY OF TUK+ILA JI1 }_ 0 5 2012 PERMIT CENTER H: \Omego\ALDO\AD012005 — South Center Shopping Town \Cad \2167 -1.dwg ALDO DATE EMIS /ISSUED MAY 01, 2012 ALDO / SAJO / L.L., BID 4 PERMIT JUNE 04, 2012 ISSUED FOR CONSTRUCTION JUNE 28, 2012 ISSUED FOR SITE CONDITION PRINT DATE 2012 -06 -28 10354 REGISTERED ARCHITECT 6/7-8/10 BLAIR S. LEACH STATE OF WASHINGTON 2012 -06 -28 PER FIELD CONDITIONS NO. DATE REVISION THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ALDO GROUP AND ITS ASSOCIATED COMPANIES TO EXPLAIN THE LAYOUT AND SERVICES REQUIREMENTS FOR THE TRADE FIXTURES OR TO EXPLAIN COMPANY CONSTRUC110N STANDARDS. ALL DIMENSIONS SHALL BE VERIFIED ON SITE. ALL ERRORS AND DISCREPANCIES SHALL BE REPORTED TO THE OWNER BEFORE PROCEEDING WITH THE WORK. NO DIMENSIONS SHOULD BE MEASURED ON THE DRAWING. DIMENSIONS AND AREAS ON THIS DRAWING ARE FOR INFORMATION ONLY AAD:FITCH, Inc. FITCH 16435 North Scottsdale Rd. Suite 195 Scottsdale, Arizona 85254 T +1 480 998 4200 F +1 480 998 7223 www.FITCH•com P.N. ADO 12005 ALDO G R O U P E 2300 EVIILE- BELANCER, MONTREAL QUEBEC, CANADA, H4R 3J4 TEL.: (514) 747 -2536 FAX: (514) 747 -6504 PROJET /PROJECT: ALDO SOUTHGENTER WESTF I ELD SEATTLE, WASHINGTON TITRE /TITLE: CONSTRUCTION DETAILS PROJET NO. /PROJECT NO. 2 167 DESSINE /DRAWN: A.M.J. ECHELLE /SCALE: VERIFIE /CHECKED: K.S. CONCEPT, ANNEE /YEAR: AA06 PAGE: 5A VARIES ALDO DATE EMIS /ISSUED MAY 01, 2012 ALDO / SAJO / L.L., BID d PERMIT JUNE 04, 2012 ISSUED FOR CONSTRUCTION JUNE 28, 2012 ISSUED FOR SITE CONDITION /61%6146 POOR . ifre 'itil AA 14 PRINT DATE 2012 -06 -28 width REVISION bu_ftiviLke REVIEWED FOR CO, DE P APPROVED JUL 1 COM2 2012 LIANCE City of Tukwila BUILDING DIVISION RECEI'VEU CITY OF TUKVVILA JUL 052012 PERMIT CENTER HA Omega — South Center Shopping Town \Cad \2167_1.dwg NO. DATE REGISTERED ARCHITECT 6/7.•13/10 BLAIR S. LEACH STATE OF WASHINGTON REVISION THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ALDO GROUP AND ITS ASSOCIATED COMPANIES TO EXPLAIN THE LAYOUT AND SERVICES REQUIREMENTS FOR THE TRADE FIXTURES OR TO EXPLAIN COMPANY CONSTRUCTION STANDARDS. ALL DIMENSIONS SHALL BE VERIFIED ON SITE. ALL ERRORS AND DISCREPANCIES SHALL BE REPORTED TO THE OWNER BEFORE. PROCEEDING WITH THE WORK. NO DIMENSIONS SHOULD BE MEASURED ON THE DRAWING. DIMENSIONS AND AREAS ON THIS DRAWING ARE FOR INFORMATION ONLY AAD:FITCH, Inc. FITCH 16435 North Scottsdale Rd. Suite 195 Scottsdale, Arizona 85254 T +1 480 998 4200 F +1 480 998 7223 www.FITCH.com P.N. ADO 12005 ALDO G R O U P E 2300 ENILE- BELANGER, NONTREAL QUEBEC, CANADA, H4R 3J4 TEL.: (514) 747 -2536 FAX: (514) 747 -6504 PROJET /PROJECT: ALPO SOUTHGENTER WESTF I ELP SEATTLE, WASH 1 NGTON TITRE /TITLE: LIGHT BOX DETAILS PROJET NO. /PROJECT NO. 2167 DESSINE /DRAWN: A.M.J. ECHELLE /SCALE: VERIFIE /CHECKED: K.5. CONCEPT, ANNEE /YEAR: AAO6 PAGE: 38 (N) 5/8" GYP. BD. OVER 3 5/8" X 20 6A. MTL. STUD FRAMING ® 16" I� O.G., W/ FINISH ALDO ALIGN DATE EMIS /ISSUED MAY 01, 2012 ALDO / SAJO / L.L., BID it PERMIT JUNE 04, 2012 ISSUED FOR CONSTRUCTION JUNE 28, 2012 ISSUED FOR SITE CONDITION (N) 5 /a" THICK CLEAR TEMPERED STOREFRONT 6LAZIN6 DOORS \_ HY4 STOREFRONT DISPLAY UNIT\, (N).5/4" THICK STOREFRONT CLEAR TEMPERED GLAZING SYSTEM STOREFRONT WINDOW BASE, FINISH I5► PRINT DATE 2012 -06 -28 REGISTERED ARCHITECT OPEN JOINT 6/043/10 BLAIR S. LEACH STATE OF WASHINGTON ENLAR6ED STOREFRONT PLAN 25' -9" (E) STRUCTURAL COLUMN (E) NEUTRAL PIER W/ EXISTIN6 MALL FINISHES 7, -4" 1' -10" 7, -5 %" 1' -10" 7-4" (E) MALL BULKHEA (N) "DORMA" PT 20 TOP PATCH PATCH ART. NO. 833.I I I STAINLESS STEEL (N) "DORMA" PT 10 (N) ILLUMINATED TRANSOM 5I6NA6E BY/Elk CONNECTOR ART. 5I6NA6E TitiO NO. 855.101 FINISH CONTRACTO STAINLESS STEEL (I'0 "DORMA" PT 40 TRANSOM SIDELITE PATCH ART. NO. 833.144 STAINLESS STEEL (E) MALL BULKHEA LANDLORD NOTES: 6.C. TO PROVIDE COMPLETE 5I6NA6E SHOP DRAWIN65 FOR LANDLORD APPROVAL. A (I') 5/8" GYP. BD. OVER 35/8 "X20 6A. MTL. STUD FRAMING 0 16 "® O.G., W/ FINISH A (E) DEMISING PARTITION NEW STOREFRONT DISPLAY UNIT- (N) MTL. CLADDING OVER 3/4" F.R.T. PLY. WD., FINISH —(N) MTL. CLADDING OVER 3/4" F.R.T. PLY. WD., FINISH 4 2012 -06 -28 PER FIELD CONDITIONS 3 2012 -05 -30 PER SAJO COMMENTS 2 2012 -05 -50 PER LANDLORD COMMENTS I 2012 -05 -2q PER ALDO COMMENTS NO. DATE REVISION THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ALDO GROUP AND ITS ASSOCIATED COMPANIES TO EXPLAIN THE (N) RECESSED 6LAZIN6 HEADER i (N) STOREFRONT BLADE 516N B 516NA6E ooso CONTRACTOR LINE OF SALES AREA DROP GEILIN6, FINISH 0'O RECESSED 6LAZIN6 HEADER LAYOUT AND SERVICES REQUIREMENTS FOR THE TRADE FIXTURES OR TO EXPLAIN COMPANY CONSTRUCTION STANDARDS, ALL DIMENSIONS SHALL BE VERIFIED ON SITE. ALL ERRORS AND DISCREPANCIES SHALL BE REPORTED TO THE OWNER BEFORE PROCEEDING WITH THE WORK. NO DIMENSIONS SHOULD BE MEASURED ON THE DRAWING. DIMENSIONS AND AREAS ON THIS DRAWING ARE FOR INFORMATION ONLY (N) 3/4" THICK 6LA55 PANELS LINE OF SALES AREA DROP CEILIN6, FINISH \ I AAD:FITCH, Inc. (N) Ys" WIDE 6LAZIN6 BUTT JOINT (N) 5/4" THICK TEMPERED 6LA55 PANELS (N) SUSPEDNED STOREFRONT DISPLAY POSTER, 6.G. TO REFER TO FIXTURE PLAN FOR MORE INFO. DOOR HANDLES —(N) SUSPEDNED STOREFRONT DISPLAY POSTER, 6.C. TO REFER TO FIXTURE PLAN FOR - MORE INFO. FITCH 16435 North Scottsdale Rd. Suite 195 Scottsdale, Arizona 85254 T +1 480 998 4200 F +1 480 998 7223 www.FITCH.com i\—NEN STOREFRONT DISPLAY UNIT -(N) Ye' WIDE GLAZING BUTT JOINT (E) MALL NEUTAL PIER W/ EXISTING FINISHES P.N. ADO 12005 (E) MALL NEUTAL PIER W/ EXISTING FINISHES (N) 3/4" THICK STOREFRONT CLEAR TEMPERED GLAZING SYSTEM —� (E) MALL BULKHEAD ABOVE (R) STOREFRONT DISPLAY TABLE, 6.G. TO REFER TO FIXTURE PLAN FOR MORE INFO. (N) STOREFRONT DISPLAY TABLE, 6.C. TO REFER TO FIXTURE PLAN FOR MORE INFO. 4" HIGH WINDOW FINISH (N) 3/4" THICK IN6 f STOREFRONT GLASS TRANSOM TOP EDGE OF BOTTOM RAIL SHALL BE BEVELED ® AN ANGLE OF 60 DEGREE FROM THE HORIZONTAL PLANE. (N) 3/4" THICK STOREFRONT GLASS ENTRY DOORS STOREFRONT ELEVATION STOREFRONT WINDOW BASE, FINISH (E) NEUTRAL PIER W/ EXISTING MALL FINISHES (E) STRUCTURAL COLUMN try .:p__ •$ i — �- �i• g" = 11-01 4" H16H WINDOW6AMIN6 FINISH REVISION N0;1 bk"'kl-k% REVIEWED FOR CODE COMPLIANCE ',' APPROVED JUL I 12 2012 City of Tukwila BUILDING DIVISION 6.0. TO INSTALL/PLACE NEW STORE SPACE # AT BOTTOM OF RI6HTHAND SIDE DISPLAY WINDOW. 6.G. TO COORDINATE WITH MALL MANA6EMENT FOR GRAPHIC TYPE 4 EXACT PLACMENT G R O U P E 2300 DILE- BELANGER, MONTREAL QUEBEC, CANADA, H4R 3J4 TEL.: (514) 747 -2536 FAX: (514) 747 -6504 PROJET /PROJECT: RECEIVEU ,. CITY OF TUKWILA JUL 052012 PERMIT CENTER ALPO SOUTHGENTER WESTF I ELD SEATTLE, WASHINGTON TITRE /TITLE: S.F. PLAN, ELEVATION, * DETAILS PROJET NO. /PROJECT NO. 2 167 ECHELLE /SCALE: DESSINE /DRAWN: A.M.J. VERIFIE /CHECKED: K.S. HA Omega — South Center Shopping Town \Cad \2167_1.dwg CONCEPT, ANNEE /YEAR: AA06 PAGE: (E) MALL DECK (E). MALL BULKHEAD MALL BULKHEAD (N) MTL. CLADDIN6 OVER 3/4" F.R.T. PLY. WD. OVER %" THICK GYP BD. ON 3 5/8" X 20 6A. MTL. STUD FRAMIN6 0 16" O.G., FINISH AL \G7 (E) MALL DECK GALVANIZED STEEL HANGER WIRE N0.12 SW6 ® 4' -0" O.G. MAX 5/8" TYPE "X" 6YP. BD. OVER "U56" DRYWALL SUSPENSION SYSTEM 5/8" TYPE "X" 6YP. BD. OVER 5 5/ 8" X 20 GA. MTL STUD FRAMING ® 16" 0.0 (N) MTL. CLADDING OVER 3/4' F.R.T. PLY. WD. OVER %8" THIGK 6YP. BD. ON 3 5/8" X 20 6A. MTL. STUD FRAMING 0 16" O.G., FINISH (N) INCANDESCENT RECESSED DOWNLI6HT 6ALVANIZED STEEL HAN6ER WIRE N0.12 5W61 4' -0" 0.G. MAX (N) MTL. GLADDIN6 OVER 5/4" F.R.T. PLY. WD. OVER %" THICK 6YP. BD. ON 5 5/8" X 20 6A. MTL. STUD FRAMING 0 16" O.G., FINISH AUL Ilr7 (N) MTL. CLADDING OVER 5/4" F.R.T. PLY. WD. OVER %" THICK GYP. BD ON 5 5/b" X 20 6A. MTL. STUD FRAMING ® 16" 0.G., FINISH 4--(N) STOREFRONT 1 516NA6E BY 5I6NA6E CONTRACTOR IA60 CFO 5/8 " TYPE "X" 6YP. BD. OVER "USG" DRYWALL SUSPENSION SYSTEMS_ (N) 5/8" TYPE "X" 6YP. BD. OVER 5 5/ 8" X 20 6A. MTL STUD FRAMING @ 16" 0.G. PAINT FINISH TO MATCH AUL 5/8" TYPE "X" GYP. BD. OVER 3 5/ 8" X 20 6A. MTL STUD FRAMING 0 16" O.G. ED (N) 3/4" THICK STOREFRONT CLEAR TEMPERED GLAZING SYSTEM 5/8" TYPE "X" 6YP. BD. 0VER35 /8 "X206A.MTL STUD FRAMING ® 16" O C. Ely (N) 3/4" THICK STOREFRONT 6LAZIN6 TRANSOM W/ PATCH FITTINGS (N) INCANDESCENT ESSED DOWNLI6HT (N) 5/4" THICK STOREFRONT CLEAR TEMPERED GLAZING SYSTEM SALES AREA' E---LEASE LINE (I'0 STOREFRONT SUSPENDED DISPLAY POSTER BEYOND (N) STOREFRONT SUSPENDED DISPLAY POSTER BEYOND __ ( LEASE LINE SALES AREA' (N) INTERIOR PARTITION BEYOND TO HAVE FINISH (N) 5/4" THICK STOREFRONT GLAZING DOOR W/ PATCH FITTINGS (N) 60" STOREFRONT 6LAZIN6 DOOR HANDLES (N) STOREFRONT DISPLAY FIXTURE (N) 4" HIGH STOREFRONT BASE W/ FINISH !�► (N) STOREFRONT DISPLAY FIXTURE (N) 4" H1614 STOREFRONT BASE W/ FINISH 4; FINISH FLOOR MALL FINISH FLOOR FINISH FLOOR STOREFRONT SECTION 1/2' = I' -0" STOREFRONT SECTION 1/2' = I' -0' //// (E) MALL DECK ///////// (E) MALL STRUCTURAL BEAM ALL METAL STUD. FRAMIN6 TO BE 2092. STEEL UNLESS OTHERWISE SPECIFIED. INDICATIONS OF HEAVY DUTY FRAMING TO EE 18ga. STEEL. NOTE 2: 6.G. TO FIELD VERIFY EXISTING LANDLORD'S CONSTRUCTION ON SITE. IF SUCH CONDITIONS INTERFERES W/ NEW TENANT'S BULKHEAD CONSTRUCTION OR 15 NOT WHAT 15 SHOWN ON THIS DRAWING, 6.G. TO NOTIFY ARCHITECT PRIOR TO START OF CONSTRUCTION. 6.G TO REPAIR EXI5TIN6 FIRE/SMOKE BARRIER ON BACKSIDE OF EXISTING MALL BULKHEAD. IF ONE DOESN'T NOT EXISTING THEN 6.G. WILL BE REQUIRED TO INSTALL A (N) 5 /e" GYP. BD. SMOKE BARRIER TO THE • ; IDE OF THE DECK ABOVE. (E) MALL STRUCTURAL BEAM NOTE 1: ALL METAL STUD FRAMING T BE 20g2. STEEL UNLESS OTHERWISE SPECIFIED. INDICATIONS OF HEAVY DUTY FRAMING TO BE 18ga. ST EL. (E) MALL BULKHEAD NOTE 2: 6.0. TO FIELD VERIFY EXISTING LANDLORD'S CONSTRUCTION ON SITE. IF SUCH CONDITIONS INTERFERES W NEW TENANT'S BULKHEAD CONSTRUCTION OR 15 NOT WHAT 15 SHOWN ON THIS DRAWIN6, 6.G. TO NOTIFY ARCHITECT PRIOR TO START OF CONSTRUCTION. REVIEWED FOR CODE COMPLIANCE APPROVED 'JUL 12 2012 City of Tukwila BUILDING DIVISION (E) MALL BULKHEAD ALDO DATE EMIS /ISSUED MAY 01, 2012 ALDO / SAJO / L.L., BID 4 PERMIT JUNE 04, 2012 ISSUED FOR CONSTRUCTION JUNE 28, 2012 ISSUED FOR SITE CONDITION PRINT DATE 2012 -06 -28 REGISTERED ARCHITECT dvoevio BLAIR S. LEACH STATE OF WASHINGTON REVISION N0:1 bii8 4 2012 -06 -28 PER FIELD CONDITIONS 3 2012 -05-30 PER SAJO COMMENTS I 2012 -05 -261 PER ALDO COMMENTS NO. DATE REVISION THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ALDO GROUP AND ITS ASSOCIATED COMPANIES TO EXPLAIN THE (N) MTL. CLADDING OVER 3/4" F.R.T. PLY. P. OVER %" THICK 6YP. SD. ON 3 5/8" X 20 6A. MTL. STUD FRAMING 16" O.G., FINISH \fJ 4' -II 1/8 6.G TO REPAIR EXISTING FIRE/SMOKE BARRIER ON BACKSIDE OF EXISTING MALL BULKHEAD. IF ONE DOESN'T NOT EXISTING THEN 6.G. WILL BE REQUIRED TO INSTALL A (N) %e' 6YP. BD. SMOKE BARRIER TO THE UNDERSIDE OF THE DECK ABOVE. 4'-11 I/S 3 5/8" X 206A. DIACONAL BRACING 0 48" O.G. NOTE 3: 6.G. TO FIELD VERIFY STRUCTURAL STABILITY OF EXISTING BULKHEAD AND CONSTRUCTION ON SITE. IF SUCH CONDITIONS INTERFERE 111, NEN CONSTRUCTION AND /OR PRESENT POTENTIAL STRUCTURAL PROBLEMS, 6.G. TO NOTIFY ARCHITECT PRIOR TO START OF CONSTRUCTION. REVISED DETAIL WILL FOLLOW. B.O. B.O. (N) MTL. GLADDIN6 OVER 5/4" F.R.T. PLY. IND. OVER %" THICK 6YP. BD. ON 5 5/8" X 20 6A. MTL. STUD FRAMING ® 16" 0.G., FINISH 5 5/8" X 206A. DIAGONAL BRACING 048" 0.C. NOTE 3: 6.0. TO FIELD VERIFY STRUCTURAL STABILITY OF EXISTING BULKHEAD AND CONSTRUCTION ON SITE. IF SUCH CONDITIONS INTERFERE W/ NEW CONSTRUCTION AND /OR PRESENT POTENTIAL STRUCTURAL PROBLEMS, 6.G. TO NOTIFY ARCHITECT PRIOR TO START OF CONSTRUCTION. REVISED DETAIL WILL FOLLOW. (N) MTL. GLADDIN6 OVER 3/4" F.R.T. PLY. WD. OVER 54" THICK 6YP. BD. ON 5 5/8" X 20 GA. MTL. STUD FRAMING ® 16" 0.G., °. FINISH ID/ (N) Y2" X 5" LONG F.R.T. PLY. WD. 3 5/8" X 206A. DIA6ONAL BRACING 48" O.G. GALVANIZED STEEL HANGER WIRE no.12 SW6 ® 4' -0" O.G. MAX. (N) STOREFRONT SIGNA6E BY SI&NAGE CONTRACTOR. 6.C. TO PROVIDE REQUIRED BLOCKING AS NEEDED GALVANIZED STEEL HANGER WIRE no.I2 SW6 ® 4' -0" 0.G. MAX. (N) F.R.T. WOOD BLOGKIN6 AS NEEDED 5 5/8" X 206A. DIAGONAL BRAGIN6 48" O.G. LAYOUT AND SERVICES REQUIREMENTS FOR THE TRADE FIXTURES OR TO EXPLAIN COMPANY CONSTRUCTION STANDARDS. ALL DIMENSIONS SHALL BE VERIFIED ON SITE. ALL ERRORS AND DISCREPANCIES SHALL BE REPORTED TO THE OWNER BEFORE PROCEEDING WITH THE WORK. NO DIMENSIONS SHOULD BE MEASURED ON THE DRAWING. DIMENSIONS AND AREAS ON THIS DRAWING ARE FOR INFORMATION ONLY AAD:FITCH, Inc. FITCH P.N. ADO 12005 16435 North Scottsdale Rd. Suite 195 Scottsdale, Arizona 85254 T +1 480 998 4200 F +1 480 998 7223 www.FITCH.com (N) INCANDESCENT RECESSED DOWNLI6HT 7. . (N) F.R.T. WD. BLOCKING (N) STOREFRONT 516NA6E W/ F.R.T. WD. g BLOCKING AS NEEDED BY SIGNA6E CONTRACTOR 4�J 5.0. B.O. B.O. CEILING 5/8" TYPE "X" 6YP BD. OVER "US6" DRYWALL SUSPENSION SYSTEM. MAIN TEE *DOLW -26 $ CR055 TEE 4D6LW -224 5/8" TYPE "X" 6YP BD. OVER 5 5/ 8" X 206A. METAL STUD FRAMIN6 • 16" 0 G (N) INCANDESCENT RECESSED DOWNLI6HT 11' -4" B.O. CEILING RECESSED HEADER FOR 5/4" THICK GLAZING BY "G.R.LAURENCE CATALOG #NHBBSGL FINISH BRUSHED STAINLESS 5/8" TYPE "X" 6YP ED. OVER "U56" DRYWALL SUSPENSION SYSTEM. MAIN TEE 11106LW 26 4 GROSS TEE #126L11-224 RECESSED HEADER FOR 3/4" THICK 6LAZIN6 BY "G.R.LAURENGE CATALOG #NHSB5CL FINISH BRUSHED STAINLESS 5/8" TYPE "X" 6YP BD. 0 5/ 8" X 206A. METAL FRAMIN6 ® 16" 0.0 FINISH TO MAT 6.0. TO BEND MTL. FINISH AROUND fLl CORNER, FINISH �n AUL (N) 3/4" TRA • GK CLEAR TEMPERED 5/8" TYPE "X" 6YP BD. OVER 5 5/ 8' X 206A. METAL STUD FRAMING • 16" O.G.® 1 SALES AREA I LEASELINE CEILING TRACK POSTER SUPPORT (N) 5/4" THICK CLEAR TEMPERED 6LAZIN6 SYSTEM 5/8" TYPE "X" 6YP BD. OVER 3 5/ 8" X 206A. METAL STUD FRAMING ® 16" O.G.® "DORMA" PT 20 TO PATCH PATCH ART. NO. 8 -.11I STAINLESS 5 � - LEASELINE G R O U P E 2300 EMILE- BELANGER, NONTREAL QUEBEC, CANADA, H4R 3J4 TEL.: (514) 747 -2536 FAX: (514) 747 -6504 PROJET /PROJECT: ALDO SOUTHGENTER INEST F I ELD SEATTLE, !NASH 1 NGTON TITRE /TITLE: ENLAR6E13 STOREFRONT SECTION 1 1/2' = 1' -0' J SALES AREA , (N) "DOR " PT 40 TRANSO SIDEL PATCH ART. NO - 55.114 STAINLESS STEEL E LAR6ED STOREFRONT SECTION 11/2" = I'-0" (N) 3/4" THIGK RECEI'VEU TEMPERED GLAZIN6 � JUL 052012 PERMIT CENTER FTUKWILA STOREFRONT SECTIONS PROJET NO. /PROJECT NO. 216/ ECHELLE /SCALE: DESSINE /DRAWN: A.M.J. VERIFIE /CHECKED: K.5. \Omeoa \AI DO \AD019005 - South Center Shoonina Town \Cad \916 _1. dwg CONCEPT, ANNEE /YEAR: AA06 PAGE: STOREFRONT WINDOW BASE, FINISH L�► T! (N) 3/4" THICK STOREFRONT CLEAR TEMPERED GLAZING SYSTEM '\-NEIN STOREFRONT DISPLAY UNITA (N) 3/4" THICK STOREFRONT CLEAR TEMPERED GLAZING SYSTEM OPEN JOINT LEASE LINE (E) MALL BULKHEAD ABOVE 6LAZIN6 GONER DETAIL STOREFRONT WINDOW BASE, FINISH i3► T! (N) STOREFRONT GLASS ENTRY N DOORS N \--(E) MALL BULKHEAD ABOVE MALL VINYL GLAZING STRIP DISPLAY WINDOW I NEOPRENE SETTING BLOCK FLOOR TILE 11 agt rin IEM iro: -5. CONCRETE SLAB GROUT JOINT TO BE 3/16" TO I/8" MAXIMUM WIDE, 5E: FINISH LEGEND FIRE RATED WOOD BLOCKING SHOW WINDOW DETAIL 6" = I' -0" 5/4" THICK TEMPERED CLEAR GLASS WITH BUTT JOINTS MALL EASE LINE (N) 4" GLAZING BASE *SR4S13S34GL BY "G.RLAURENGE" FINISH (ATTACH ON SALES AREA SIDE ONLY) i5► GROUT JOINT PER LANDLORD SPECS. MALL FLOORIN6 "HILTI" DN OR DS SHOT PINS I" EMBEDMENT INTO SLAB AT 24" O.G. (L.A.R.R. 25646) SPECIAL INSP. REQUIRED ACRYLIC SIDES TO BE PAINTED TO MATCH ED TRANSI=ORMER 12 VDG BEHIND NALL LINE OF BULKHEAD BACKING PAINTED WHITE )T (13mm) TH. WHITE "INTEL" LED Yz" (IBmm) TH. TRANSLUSCENT WHITE ACRYLIC, #I0 METAL SCREWS IN EXP. SHIELD ACRYLIC 510E5 TO BEM PAINTED TO MATCH to LANDLORD NOTES: G.G. TO BE MARE THE BOTH BOTH SIGNA&E AND 516NA6E f7::R5415 MUST MATCH IN COLOR. THE STOREFRONT 5I6NA6E MUST NOT HAVE ANY LI6HT LEAKS. LO- PROFILE 5I6NA6E 15 REQUIRED. AMR T- • - • • • • AP' 1 P. ^ii% (N) MTL. CLADDING OVER 5/4" F.R.T. PLY. M. OVER %" THICK GYP. BD. ON 3 5/8" X 20 6A. MTL. STUD FRAMING @ 16" O.G., FINISH 44 SOFFIT FINISH DETAIL 6" = ILO" N 1 Y2" (N) MTL. CLADDING OVER 5/4" F.R.T. PLY. IND. OVER %8" THICK GYP. BD. ON 3 5/8" X 20 6A. MTL. STUD FRAMING @ 16" O.G., FINISH ti (N) F.R.T. V. BLOCKING AS NEEDED -- -LEASE LINE MALL G.G. TO BEND MTL. FINISH AROUND CORNER, FINISH 5/4" THICK TEMPERED CLEAR GLASS SYSTEM RECESSED HEADER FOR 3/4" THICK 6LAZIN6 BY "G.R.LAURENGE CATALOG *NH355CL FINISH BRUSHED STAINLESS • Z • • • • MALL 1/2" THICK TEMPERED CLEAR GLASS SYSTEM SOFFIT FINISH DETAIL 6" = I'-0" 1Y" 2 MTL. CLADDING OVER 3/4" F.R.T. PLY. WD. OVER %" THICK GYP. BD. ON 3 5/8" X 20 6A. MTL. STUD FRAMIN6 @ 16" O.G., FINISH \G7 (N) F.R.T. WD. BLOGKIN6 AS NEEDED LEASE LINE 6.0. TO BEND MTL. FINISH AROUND CORNER, FINISH REVISION Np:L (N) 5/4" THICK STOREFRONT CLEAR TEMPERED &LAZING SYSTEM '\-NEIN STOREFRONT DISPLAY UNIT\, STOREFRONT WINDOW BASE, FINISH AUL VT y„ (I. GYP. BD. SOFFIT ABOVE (N) 3/4" THICK STOREFRONT CLEAR TEMPERED GLAZING SYSTEM —1 STOREFRONT WINDOW BASE, FINISH ALDO DATE EMIS /ISSUED MAY 01, 2012 ALDO / SA.10 / L.L., BID 4 PERMIT JUNE 04, 2012 ISSUED FOR CONSTRUCTION JUNE 28, 2012 ISSUED FOR SITE CONDITION PRINT DATE 2012 -06 -28 REGISTERED ARCHITECT b/010/10 BLAIR S. LEACH STATE OF WASHINGTON 4 2012 -06 -28 PER FIELD CONDITIONS 5 2012 -05 -30 PER SAJO COMMENTS 2 2012 -05 -30 PER LANDLORD COMMENTS NO. DATE REVISION THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ALDO GROUP AND ITS ASSOCIATED COMPANIES TO EXPLAIN THE LAYOUT AND SERVICES REQUIREMENTS FOR THE TRADE FIXTURES OR TO EXPLAIN COMPANY CONSTRUCTION STANDARDS. ALL DIMENSIONS SHALL BE VERIFIED ON SITE. ALL ERRORS AND DISCREPANCIES SHALL BE REPORTED TO THE OWNER BEFORE PROCEEDING WITH THE WORK. NO DIMENSIONS SHOULD BE MEASURED ON THE DRAWING. DIMENSIONS AND AREAS ON THIS DRAWING ARE FOR INFORMATION ONLY OPEN JOINT &LAZING GONER DETAIL 3" = i'-0" REVIEWED FOR CODE COMPLIANCE APPROVED 'JUL 12 2012 vA 8 • City of Tukwila BUILDING DIVISION Omega \ALDO \AD012005 — South Center Shopping Town \Cad \2167_1.dwg RECEIvEu CITY OF TUKWILA JUh 0 52012 PERMIT CENTER AAD:FITCH, Inc. ITCH 16435 North Scottsdale Rd. Suite 195 Scottsdale, Arizona 85254 T+1 480 998 4200 F +1 480 998 7223 www.FITCH.com P.N. ADO 12005 ALDO G R O U P E 2300 ENILE- BELANGER, MONTREAL OUEBEC, CANADA, H4R 3J4 TEL: (514) 747 -2536 FAX: (514) 747 -6504 PROJET /PROJECT: ALDO SOUTHGENTER WESTF 1E1_0 SEATTLE, 11A51-11 NGTON TITRE /TITLE: STOREFRONT DETAILS PROJET NO. /PROJECT NO. 2161 ECHELLE /SCALE: DESSINE /DRAWN: A.M.J. VERIFIE /CHECKED: K.5. CONCEPT, ANNEE /YEAR: AA06 PAGE: 45 'HILTI' DN OR DS SHOT PINS II' EMBEDMENT INTO SLAB AT 2411 O.G. (I.G.G. # 1663) SPECIAL INSP. REQUIRED ti 5 8811 TYPE "X" GYP. BD. (TYP. BOTH SIDES). 3 5/811 X 20ga. METAL STUD FRAMING (IGBO *ER 4943 P) �� NT. 20 6A. BOTTOM / "'AGK (IG130 *ER 4943 P) c.....-.2 FLOORING 8 BASE MATERIAL (SEE PLANS) \--EXISTIN6 CONCRETE SLAB TYP. BOTTOM OF PARTITION DETAIL SCALE I" = II -0" 00 ow* VERIFY THAT THE SHOWN METHOD OF ATTACHMENT 1S ACCEPTABLE WITH THE ON -SITE COORDINATOR. IF NOT, CONTACT ARCHITECT FOR ALTERNATE DETAIL. EXISTING METAL PAN DECK. UNISTRUT P 1000 CLAMPED TO TOP CHORD OF JOIST W/ UNISTRUT BEAM CLAMP #P 1386.0 48" oh 6.G. TO SUPPLIMENT W/ ADDITIONAL UNITSTRUT WHERE 5PAGIN6 15 NOT FEASIBLE VERIFY THAT THE SHOWN METHOD OF ATTACHMENT IS ACCEPTABLE WITH THE ON -SITE COORDINATOR. IF NOT, CONTACT ARCHITECT FOR ALTERNATE DETAIL. L ALDO EXISTIN6 METAL PAN DECK. —2 #I0 SCREWS AT EACH CONNECTION. 3 5/811 X 20 6AU6E DIA6IONAL BRACING. @ 48" O.G. • 45 ALTERNATE SIDES. METAL STUDS (SEE SHT. A I) UNISTRUT P 1003, W/ WIDE BASE FLANGE, AT CONDITIONS WHERE SOFFIT GROSSES TRUSSES. 1/2" MIN. FOR DEFLECTION. (2) its TEK SCREWS AT EA. CONNECTION., CONTINUOUS 22 GA. 5/811 TYPE "X" GYP. BD. (TYP. BOTH SIDES). CONT. 20 6A. SLOTTED DEEP LEG TRACK ATTACH TO METAL STRAPS. EXISTING JOIST. (2) #10 SELF TAPPING TEK SCREWS ® 16" O.G. TOP OF INT. WAL BRACING DETAIL SCALE I" = 11 -0" NOTE UNISEX SANITARY FACILITIES SHALL BE IDENTIFIED BY A CIRCLE, 1/4" THICK, 12 " IN DIAMETER WITH A I/41" THICK TRIAN6LE SUPERIMPOSED ON THE CIRCLE AND WITHIN THE 12" DIAMETER. THESE GEOMETRIC SYMBOLS SHALL BE CENTERED ON THE DOOR AT A HEIGHT OF 60" AND THEIR DOLOR AND CONTRAST SHALL BE DITINCTLY DIFFERENT FROM THE COLOR AND CONTRAST OF THE DOOR. MEN'S / WOMEN'S RESTROOM 5I6NA6E SCALE I" = I'-0" 0" TO FINISH FLOOR WHITE LETTERS AND FIGURES ON BLUE FIELD. RAISED BRAILLE AT BOTTOM OF 5I6N. MOUNTING LOCATION AND HEIGHT WHERE PERMANENT IDENTIFICATION 15 PROVIDED FOR ROOMS AND SPACES, RAISED LETTERS SHALL BE PROVIDED AND SHALL BE ACCOMPANIED BY BRAILLE IN CONFORMANCE WITH SECTION 11 I1B.5.6. 516N5 SHALL BE INSTALLED ON THE WALL ADJACENT TO THE LATCH OUTSIDE OF THE DOOR. WHERE THERE IS 140 WALL SPACE ON THE LATCH SIDE, INCLUDING AT DOUBLE LEAF DOORS, 5I6N5 SHALL BE PLACED ON NEAREST ADJACENT WALL, PREFERABLY 014 THE RIGHT. MOUNTING HEI6HT SHALL BE 60 INCHES (1524 MM) ABOVE THE FINISHED FLOOR TO THE CENTER LINE OF THE 516N. MOUNTING LOCATION SHALL BE DETERMINED SO THAT A PERSON MAY APPROACH WITHIN 3 INCHES (16 MM) WITHOUT ENCOUNTERIN6 PROTRUDING OBJECTS OR STANDING WITHIN THE SWING OF OF THE DOOR. 6.G. TO BE AWARE THAT THE LANDLORD DOES NOT ALLOW ANYTHIN6 TO BE ATTACHED TO THE PAN DEGK ITSELF! ATTACHMENT TO 5 SCALE N.T.5. 3 5/8" X 20 6A. METAL STUDS ® 16" O.G. S 5/8" X 20 6A. 0IA6. BRAGIN6 AT 48" O.G. TO STRUCTURE, TYP. 6.G. TO BE AWARE THAT THE LANDLORD DOES NOT ALLOW ANYTHIN6 TO BE ATTACHED TO THE PAN DEGK ITSELF! TYP. DIA6. BRAGI 6 O TO DECK SCALE, N.T.S. UNISTRUT P 1000 CLAMPED TO TOP CHORD OF JOIST W/ UNISTRUT BEAM CLAMP #P 1386. ®.48" 0.G 6.0. TO SUPPLIMENT W/ ADDITIONAL UNITSTRUT WHERE SPACING 15 NOT FEASIBLE TRUT P 1003, W/ WIDE BASE FLAN6E, AT CONDITIONS WHERE SOFFIT CR055E5 TRUSSES. 20 6A. DEEP LE& TRACK ATTACHED TO DECK EXISTIN6 JOIST. PLAN 6.G. TO PROVIDE A MIN. 2" LES ON PERIMETER WALL ANGLES • 8" 4' -0" 12' -0" 4' -0 "MIN. COMPRESSION STRUTS ®12' -01" O.G. EA. WAY 5/4" MIN. CLEAR CR055 RUNNER OR MAIN RUNNER C. TO PROVIDE A MIN. 2" LE6 ON PERIMETER WALL AN6LE5 NOTE TIE TWO ADJACENT WALL TO CEILING MAIN 4 CR055 RUNNERS. -45' 8" FIN. CLG. HGT. 56' D6LW DRYWALL SUSPENSION GEILIN6 SYSTEM. (I.G.G. ESR -1222) FINISH FLOOR ELEVATION SUSPENDED GEILIN6 BRACING SCALE N.T.S. MIN. 8 6AU6E WIRES. I/2" EMT. COMP. STRUT TIGHT TO STRUGT. ABOVE. COMPESSION STRUT REQ1D. AT EA. SEISMIC RESTRAINT 12-0" O.G. EA. WAY. 'U56' D6LW DRYWALL SUSPENSION SYSTEM, 11/2"" X 15/16" GROSS TEES AT 48" O.G. (I.G.G. ESR -1222) X X ANCHOR TO STRUCTURE ABOVE. 12 6A. VERTICAL HANGER WIRES ® 24" O.G. EA. WAY. DASHED LINE INDICATES 5/92" HOLE DRILLED FOR BOLT AND LOCK NUT AFTER GEILIN6 15 LEVELED 5/41" EMT (4) 12 6A., 45' SPLAY WIRES AT EVERY STRUT, 12' -0" O.G. EACH WAY. 5/8" TYPE I'X" GYPSUM BOARD WITH TAPED JOINTS SANDED SMOOTH. NOTE SUPPORT WIRES FOR ALL GEILIN6 SYSTEMS MUST NOT BE CONNECTED TO ANY OF LANDLORD'S MECHANICAL, ELECTRICAL, PLUMBIN6, OR FIRE PROTECTION. U56' D6LW DRYWALL SUSPENSION SYSTEM, I -1/21" X I -1/2" STRAIGHT MAIN TEES 241" O.G. (I.G.G. MR-1222) 3' -0" 0 0 0 11 LAJ 0 SERVICE COUNTER SECTION I I /20 = 11.0" 6.0. TO PROVIDE AND INSTALL F.R.P. WAINSCOT 48" fi161-1 AT DRINKING FOUNTAIN SURROUND. / DASHED LINE INDICATES GLEARENCE 30" MIN. ADA APPROVED (INSTALLATION CLEARANCE) DRINKING FOUNTAIN NOTE: IF THE DRINKING FOUNTAIN 15 LOCATED IN THE PATH OF TRAVEL, A TEXTURED AREA I'-0" AROUND THE FOUNTAIN, CLEARLY IDENTIFIABLE BY THE BLIND 15 REWIRED. BUBBLER 15 TO BE ACTIVATED BY A HANDICAP PUSH BAR ON FRONT FACE OF UNIT. DRINKING FOUNTAIN DETAIL SCALE, N.T.5. REVIEWED FOR DE COMPLIANCE #' APPROVED JUL 12 2012 City of Tukwila BUILDING DIVISION 4 1/8" r+OOR- REFER TO DOOR SCHEDULE (SHEET 5) HOLLOW METAL DOOR FRAME BY 6.C.. (RATED WHERE REQUIRED) (1/4") F.R.T. SHIM (AS REQUIRED) 2 X 4 F.R.T. WD STUD FOR DOOR FRAME 3 5/81" X 20ga. MIL STUD FRAMING. (IGBO *ER 4x43 P) 5/8 GYP. BD. tIVt CITY OF TUKWILA JUI REC 0520U 12 TYP. HOLLOW METAL DOOR JAMeILCENTER SCALE: 3" = I' -0" L.I. \nmeQ.. \el nn \enn1 .0nns dwg DATE EMIS /ISSUED 'MAY 01, 2012 ALDO / SAJO / L.L., BID $ PERMIT JUNE 04, 2012 ISSUED FOR CONSTRUCTION JUNE 28, 2012 ISSUED FOR SITE CONDITION PRINT DATE 2012 -06 -28 REGISTERED ARCHITECT BLAIR S. LEACH STATE OF WASHINGTON REVISION NV, bu 149 4 2012 -06 -28 PER FIELD CONDITIONS NO. DATE REVISION THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ALDO GROUP AND ITS ASSOCIATED COMPANIES TO EXPLAIN THE LAYOUT AND SERVICES REQUIREMENTS FOR THE TRADE FIXTURES OR TO EXPLAIN COMPANY CONSTRUCTION STANDARDS. ALL DIMENSIONS SHALL BE VERIFIED ON SITE. ALL ERRORS AND DISCREPANCIES SHALL BE REPORTED TO THE OWNER BEFORE PROCEEDING WITH THE WORK. NO DIMENSIONS SHOULD BE MEASURED ON THE DRAWING. DIMENSIONS AND AREAS ON THIS DRAWING ARE FOR INFORMATION ONLY AAD:FITCH, Inc. FITCH 16435 North Scottsdale Rd. Suite 195 Scottsdale, Arizona 85254 T +1 480 998 4200 F +1 480 998 7223 www.FITCH.com P.N. AD012005 ALDO G R O U P E 2300 ENILE- BELA \GER, AONTREAL QUEBEC, CANADA, H4R 3J4 TEL.: (514) 747 -2536 FAX: (514) 747 -6504 PROJET /PROJECT: ALPO SOUTHGENTER WESTF I ELP SEATTLE, WASHINGTON TITRE /TITLE: GENERAL DETAILS PROJET NO. /PROJECT NO. 2161 DESSINE /DRAWN: A.M.J. ECHELLE /SCALE: MO MN ONO VERIFIE /CHECKED:. K.5. CONCEPT, ANNEE /YEAR: AA06 PAGE: 4• (E) DEMISING PARTITION (E) DEMISING PARTITION ALDO J., L ,ri , S., , r- M G a 3.. r it1V;Ti,f r?!; ++ c1Y ' tu, dif Ci, 'i�kt n 5 r. (E) NEUTRAL PIER (E) STRUCTURAL COLUMN DATE EMIS ISSUED MAY 01, 2012 ALDO / SAJO / L.L., BID 4 PERMIT JUNE 04, 2012 ISSUED FOR CONSTRUCTION JUNE 28, 2012 ISSUED FOR SITE CONDITION E) MALL BULKHEAD ABOVE �-- LEASELINE (N) DEMISING PARTITION BY LL. (N) DEMISING PARTITION BY LL. (N) DEMISING PARTITION BY L.L. PRINT DATE 2012 -06 -28 10354 MALL SERVICE CORRIDOR (E) STRUCTURAL COLUMN (E) STRUCTURAL COLUMN REGISTERED ARCHITECT 1�• >�r (E) DEMISING PARTITION SITE VERIFICATION PLAN 1/4" = I'-0" ADJACEN1 TENANT (N) DEMISING PARTITION BY L.L. —(E) DEMISING PARTITION (E) DEMISING PARTITION —\ (E) STRUCTURAL COLUMN WITHIN INTERIOR PARTITION BUILD -OUT \—(E) INTERIOR PARTITION FURRING iAlrAr/ // MAWiiiiiiiii��iiiiii�����iiiii EXISTING MALL BULKHEAD LEASE LINE '1 a v SITE VERIFICATION SECTION 1/4" = I' -0" THIS SURVEY' 15 TO BE COMPLETED IMMEDIATELY AFTER DEMOLITION AND RTURME TO TH ESIGNER SFORE CIOMMNCI1NG WNSTRUGTON. SURVEY CHECKLIST This survey is to be completed IMMEDIATELY after demolition AND RETURNED to the designer BEFORE COMMENCING CONSTRUCTION. Please complete all dimensions indicated. Please note that all dimensions should be clear dimensions (from the inside of one wall, or column, to the inside of another). If we require dimensions center to center, it will be so noted. All dimension should read 0' -0" to the closest I /8 ". The existhg drawing is to be used as a REF=ERENCE ONLY and is not to be assumed accurate. Please revised them as actual site conditions. The following CHECKLIST and PLAN should be completed. All items to be checked off 4 signed with name 4 date (completed by), and returned to the designer one the survey is completed, BEFORE COMMENCING CONSTRUCTION. 6 AL IIfORMATION f FLOOR PLAN) : • I. Indicate location of lease line and dimension in relation to demising cap. LI2. Complete all "blank" dimensions. j5. Indicate size of columns shown on plan and dimension in relation to front (lease 'he) or rear of store. 4. Indicate type of column, i.e. concrete, 14 beam, ppe, etc. 5. Confirm location of W.G. complete dimensions and confirm or show correct location of fixtures. 6. Show dimensions on demising cap detail. • • • CEILING INaoRMATIOII • • I. Confirm location of electrical panels, With measurements on plan. 2. Verify location of electrical outlets. and bell and indicate condition. transformers etc., and hdicate emergency lights, time clock, push buzzer EMERGENCY LIGHTS 6000 TIME CLOCK PUSH BUZZER BELL POOR TYPE GOOD GOOD GOOD POOR POOR POOR • 5. Indicate location $ height, 4. Indicate location 4 height, LI5. Indicate location 4 height, LIb. Indicate location $ height, 7. Indicate location 4 hekfit, • underside of existing A/C unit 4 ducts. underside of existing main telephone conducts $ size. underside of existing waste pipe 4 size. underside of existing roof drain 4 size. underside of existhg main sprinkler pte 4 size. COMPLETED BY: • R 8. Note on section dimensions correspondhg to the letters A, B, C and D, below: A - Clear height underside of roof / deck. B - Clear height underside of joist / beams. G - Underside of Mall Bulkhead. D - Existing ceilhg heights (NOte on plan) E - Beams: locate on plan and dimension in relation to demising wall. Show clear underside heights. bt) 4PA8 6 /:lS /112 BLAIR S. LEACH STATE OF WASHINGTON 4 2012 -06 -28 PER FIELD CONDITIONS NO. DATE REVISION THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ALDO GROUP AND ITS ASSOCIATED COMPANIES TO EXPLAIN THE LAYOUT AND SERVICES REQUIREMENTS FOR THE TRADE FIXTURES OR TO EXPLAIN COMPANY CONSTRUCTION STANDARDS, ALL DIMENSIONS SHALL BE VERIFIED ON SITE. ALL ERRORS AND DISCREPANCIES SHALL BE REPORTED TO THE OWNER BEFORE PROCEEDING WITH THE WORK. NO DIMENSIONS SHOULD BE MEASURED ON THE DRAWING. DIMENSIONS AND AREAS ON THIS DRAWING ARE FOR INFORMATION ONLY AAD:FITCH, Inc. FITCH 16435 North Scottsdale Rd. Suite 195 Scottsdale, Arizona 85254 T +1 480 998 4200 F +1 480 998 7223 www.FITCH.com P.N. AD012005 REVIEWED FOR ODE COMPLIANC ,.. APPROVED 'JUL 12 2012 City of Tukwila BUILDING DIVISiO ALSO G R O U P E 2300 EMILE— BELA \GER, NO\TREAL QUEBEC, CANADA, H4R 3J4 TEL.: (514) 747 -2536 FAX: (514) 747 -6504 RECtrvEu .. CITY OF TUKWILA JUL 0 5 2012 PERMIT CENTER H: \Omega \ALDO \AD012005 — South Center Shopping Town \Cad \2167_1.dwg PROJET /PROJECT: ALDO SOUTHGENTER WESTF I ELD SEATTLE, WASHINGTON TITRE /TITLE: SITE VERIFICATION PLAN PROJET NO. /PROJECT NO. 2161 DESSINE /DRAWN: A.M.J. ECHELLE /SCALE: MN ION WM VERIFIE /CHECKED: K.S. CONCEPT, ANNEE /YEAR: AA06 PAGE: 2' WIDE MIN. DUCT STRAP 48" D.G. MAX. RIGID ROUND METAL DUCT EXTERNALLY INSULATED EXISTING LANDLORD DUCTWORK AT 15' -1" AFF TO REMAIN 0P-1 EXISTING LANDLORD DUCTWORK AT I3' -4" AFF TO REMAIN NEW 6 ®3 EXISTIN.,_VAV .AT,.12' -3 "AFF.. --- TO REMAIN. NEW 20x18 NEW 18x14 NEW 10"o NEW IO" 0 H RIGID ROUND DUCT ELBOW EXTERNALLY INSULATED INSULATED FLEXIBLE DUCT MAX. LENGTH 5'o" VOLUME DAMPER (FOR FINAL BALANCE ADJUSTMENT) METAL SUPPLY DUCT EXTERNALLY INSULATED DIFFUSER TRIM FRAME DIFFUSER CEILING DUCT DETAIL SCALE: NOT TO SCALE MECHANICAL PLAN SCALE: 1/4" = 1' -0" ::. MECHANICAL EQUIPMENT SCHEDULE EXISTING FAN POWERED BOX . MARK MANUFACTURER MODEL # CFM MIN. GFM SETTING MAX. GPM SETTING VOLT/ PHASE ACCESSORIES REF. NOTE NOTiS. PP -I TM* ATSQ -1 2350 180D 2350 208/3 INTEGRAL 3 KW HEAT STRIP I I. RELOCATE L.L. COMPATIBLE CONTROLS WHERE INDICATED. S.G. -- I AM 530 24x12 -- R.G. -- AIR DEVICE SCHEDULE (E.H. PRICE) PLAN MARK MODEL # FACE SIZE NECK SIZE TYPE NOTES VOLT ASP10-5I 24x24 SEE PLAN 5.6. . GAM 5PF FRAME .25" 1/4 120 © CEILING PANS SHALL BE FURNISHED WITH THE FOLLOWING APPIGABLE: a. BAGKDRAFT DAMPER b. VIBRATION ISOLATION SUPPORT HANGERS G. ROOF JACK WITH BIRDSGREEN ® 520D-L 24x24 SEE PLAN S.G. -- I AM 530 24x12 -- R.G. -- I IV EXHAUST FAN SCHEDULE PLAN MARK MANUFACTURER MODEL NO. G.F.M. 5.1*. HP VOLT NOTES EP-I BROAN QTRIIOL 100 .25" 1/4 120 a CEILING PANS SHALL BE FURNISHED WITH THE FOLLOWING APPIGABLE: a. BAGKDRAFT DAMPER b. VIBRATION ISOLATION SUPPORT HANGERS G. ROOF JACK WITH BIRDSGREEN NOTES BY SYMBOL l® RELOCATE LANDLORD COMPATIBLE CONTROLS AT 43" AFF. VERIFY EXACT LOCATION PRIOR TO INSTALLATION. ® PROVIDE NEW EXHAUST FAN AS SPECIFIED. CONNECT NEW 6 ".0 EXHAUST DUCT TO EXISTING LANDLORD EXHAUST SYSTEM ABOVE. ® CONTRACTOR SHALT. FIELD VERIFY EXISTING VAV MEETS OR EXCEEDS THE MINIMUM REQUIREMENTS LISTED IN THE SCHEDULE ON THIS SHEET. REPAIR TO LIKE. NEW CONDITION TO ENSURE PROPER AND DEPENDABLE OPERATION. PROVIDE ALTERNATE BID TO INSTALL NEW AS SPECIFIED IF NECESSARY. VAV NOTES I. USE ONLY LANDLORD SPECIFICATION VAV CONTROLS FOR THIS PROJECT. REFER TO TEMPERATURE CONTROL NOTES THIS SHEET FOR ADDITIONAL INFORMATION ON PROGRAMMING AND FINAL WIRING CONNECTIONS TO THE LANDLORD'S SYSTEM. . 2. UTILIZE ONLY RIGID DUCTWORK UPSTREAM OF THE VAV BOX. PROVIDE FOUR EQUIVALENT DUCT DIAMETERS OF STRAIGHT DUCTWORK DIRECTLY UPSTREAM OF THE VAV BOX INLETS. 3. T.G.G. SHALL MAINTAIN AU. L.L. RETURN AIR OPENINGS IN DEMISING WALLS TO ENSURE OPERATION OF LL CENTRAL VAV SYSTEM. MECHANICAL NOTES I. FIRST TWENTY FEET OF SUPPLY/RE 1)RN DUCTWORK FROM/TO UNIT SHALL BE INSULATED INTERNALLY WITH 1 -1/2' ACOUSTICAL LINER. DUCT DIMENSIONS SHOWN ARE INSIDE CLEAR. 2. FLEX DUCT SHALL BE PREINSUL.ATED WITH H/2' THICK FIBERGLASS, I# DENSITY FLEXMASTER OR EQUAL. PROVIDE SPIN -IN FITTING WITH INTEGRAL VOLUME DAMPER AT EACH TAP. MAXIMUM FLEX RUN - FIVE FEET (5' -0"). 3. T.G.G. SHALL VERIFY EXACT LOCATION OF HVAG EQUIPMENT BEFORE FABRICATING DUCTWORK. 4. UPON COMPLETION OF CONSTRUCTION T.G.G. SHALL CLEAN COILS, ADJUST BELTS, REFRIG. CHARGE AND REPLACE FILTER MEDIA TO OBTAIN MAXIMUM EFFICIENCY. 5. T.G.C. SHALL PAINT ALL DIFFUSERS AND GRILLES TO MATCH ADJACENT CEILING OR AS SPECIFIED IN ARGHITEG11JRAL DRAWINGS. S. PROVIDE BALANCING DAMPER AT DIFFUSER WHERE ACCESS I5 LIMITED. 1. EXISTING DUCTWORK TO REMAIN AND BE REUSED WHERE POSSIBLE. 5.14VAC WORK TO CONFORh1 TO ALL APPLICABLE STATE, LOCAL AND REGULATORY AGENCY CODE RECI IREhENTS. T.G.C. SHALL USE LANDLORD APPROVED AIR BALANCING CONTRACTOR S. PROVIDE NEW DUCTWORK AS REQUIRED. T.G.G. SHALL GAP AND SEAL ALL UNUSED PORTIONS OF DUCTWORK AIRTIGHT. ANY NEW DUCTWORK SHALL BE FABRICATED FROM GALVANIZED SHEET METAL OR STAINLESS STEEL FIEER&LASS DUCTWORK WILL NOT BE PERMITTED. NO PVC PIPING AL.I.OWED. 10. ALL ABANDONED HYAC EQUIPMENT SHALL BE REMOVED COMPLETELY FROM SPADES AND ROOF BACK TO POINT OF ORIGIN. II. ALL ROOF WORK IS TO BE PERFORMED BY LANDLORD DESIGNATED CONTRACTOR AT THE TENANTS EXPENSE. t2. T.G.C. SHALL DEMOLISH AND REMOVE ANY EXISTING DUCTWORK AND DIFFUSERS NOT BEING REUSED. 13. REBALANCE THE SYSTEM WITH NEW GFM'S SHOWN. REVISION N NI- B P��'ARM APPROVAL a'�tJIRVAL REQUIRED RECEI'vEU CITY OF TUKWILA JUL 0 5 2012 PERMIT CENTER ALDO DATE EMIS /ISSUED IL 23, 2012 ALDO / SAJO / L.L., BID 4 PERMIT JUNE 4, 2012 ISSUED FOR CONSTRUCTION JUNE 28, 2012 ISSUED FOR SITE CONDITION R: \ALDO\_Fttch \2012.Pro jecte \12. 3243. SouthcenterMall .Settle.WA \12.3243.M1.dwg PRINT DATE 2012 -06 -28 2012 -06 -28 PER FIELD CONDITIONS 3 2012 -05-30 PER SAJO COMMENTS 2 2012 -05-50 PER LANDLORD COMMENTS 2012 -05 -24 PER ALDO COMMENTS NO. THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ALDO GROUP AND ITS ASSOCIATED COMPANIES TO EXPLAIN THE LAYOUT AND SERVICES REQUIREMENTS FOR THE TRADE FIXTURES OR TO EXPLAIN COMPANY CONSTRUCTION STANDARDS. ALL DIMENSIONS SHALL BE VERIFIED ON SITE. AU. ERRORS AND DISCREPANCIES SHALL BE REPORTED TO THE OWNER BEFORE PROCEEDING WITH THE WORK. NO DIMENSIONS SHOULD BE MEASURED ON THE DRAWING. DIMENSIONS AND AREAS ON THIS DRAWING ARE FOR INFORMATION ONLY DATE REVISION d p c e don penn ■ consulting engineer 635 Westport Parkway Suite 300 Grapevine, Texas 76051 Phone: 817- 410 -2858 Fax: 817 -251 -8411 ALDO G R O U P E 2300 EMILE - BELANGER, MONTREAL QUEBEC, CANADA, H4R 3J4 TEL.: (514) 747 -2536 FAX: (514) 747 -6504 PROJET /PROJECT: ALDO SOUTHOENTER IAIESTF 1 ELP SEATTLE. V LASH I N&TON TITRE /TITLE: MECHANICAL PLAN PROJET NO. /PROJECT NO. 2161 DESSINE /DRAWN: PA ECHELLE /SCALE: VERIFIE /CHECKED: 8H CONCEPT, ANNEE /YEAR: AAO6 PAGE: M -1 EXISTING LANDLORD DUCTWORK AT I-I" AF F TO REMAIN ykouourialiada,m16, EX, ISTING_VAV...AT,..1.2.1..,!1!...Ar.F=..-- TO REMAIN. REFER. TO M-I. ... il .. 11 I II il 1 ; • • ; r 1 14 5 EXISTING LANDLORD DUCTWORK AT I5'-4" AFF TO REMAIN I .. 11 I'', J 1 i I i‘, if j :41) Li 4 4 f 1 ; I • , / I r J to: • 1 ,J • „ 1 (4.LLI ; I i • i • i I . . i I 0 „ • F; (23'' . 0 • —I ,t, t ; t 1,4 (r),fl, f • • • Y'; 0 CMECHANICAL DEMOLITION PLAN SCALE: 1/4" = l'--0" NL El DEMO NOTES I. EXISTING DUCTWORK AND DIFFUSERS TO BE REMOVED A5 NOTED. 2. REMOVE ALL EXISTING MECHANICAL EGIJIP1vENT, DUCTWORK, PLUMBING FIXTURES AND PIPING SYSTEMS ETC. NOT BEING ROJSED. DO NOT AST ABANDON. NOTES BY SYMBOL 0 EXISTING GRILLES AND ASSOGIAM, BRANCH DUCT INDICATED ARE TO BE DEMOLISHED 0 MECHANICAL CONTRACTOR TO UTILIZE AS MUCH EXISTING DUCTWORK AS POSSIBLE IF IT MEETS SIZES SHOWN ON M-I REGARDLESS OF WHAT IS SHOWN TO BE DEMOLISHED ON THIS PLAN. VERIFY IN FIELD ACTUAL EXISTING SIZES . -1 ; f hi/ REVISION bR148 SEPARATE PERMIT AND APPROVAL REQUIRED RECEivLU CITY OF TUKW7LA JUL 0 5 2012 PERMIT CENTER R: \ALDO\...Fitch \2012.Projects\12.32,43.SouthcenterMall.Settle.WA\12.3243.M1A.dwg ALDO. DATE EMIS/ISSUED. PRIL 23, 2012 ALDO 1 3A..10 1 Lt., BID 4 PERMIT JUNE 4, 2012 ISSUED FOR CONSTRUCTION JUNE 23, 2012 ISSUED FOR SITE CONDITION PRINT DATE: 2012-06-28 4 2 NO. 2012-06-28 2012-05-30 2012-05-30 2012-05-21 DATE PER FIELD CONDITIONS PER 5AJO COMMENTS PER LANDLORD COMMENTS PER ALDO. COMMENTS REVISION THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE AIDO GROUP AND ITS ASSOCIATED COMPANIES 10 EXPLAIN THE LAYOUT AND SERVICES REQUIREMENTS FOR THE TRADE FIXTURES OR TO EXPLAIN COMPANY CONSTRUCTION STANDARDS. ALL DIMENSIONS SHALL BE VERIFIED ON SITE. ALL ERRORS AND DISCREPANCIES SHALL BE REPORTED TO THE OWNER BEFORE PROCEEDING IBM THE WORK. NO DIMENSIONS SHOULD BE MEASURED ON THE DRAWING. DIMENSIONS AND AREAS ON THIS DRAWING ARE FOR INFORMATION ONLY d p c e don penn • consulting engineer 635 Westport Parkway Suite 300 Grapevine, Texas 76051 Phone: 817-410-2858 Fax: 817-251-8411 ALDO G R OUP E 2300 EMILE—BELANGER, MONTREAL QUEBEC, CANADA, H4R 3J4 TEL.: (514) 747-2536 FAX: (514) 747-6504 PROJET/PROJECT: ALDO SOUTHGENTER INESTF 1 ELP SEATTLE, WASHINGTON TITRE/TITLE: MECHANICAL DEMOLITION PLAN PROJET NO./PROJECT NO. 2I61 DESSINE/DRAWN: DA ECHELLE/SCALE: 0111,11M.IN VERInE/cHECKED: 514 CONCEPT, ANNE/YEAR: AAO6 PAGE: M— I A 0 MECHANICAL SPECIFICATIONS 15100 - GENERAL PRESCRIPTIONS 1.0 GENERAL. NOTES 1.1 THE COMPLETE INSTALLATION SHALL BE MADE IN STRICT ACCORDANCE WITH THE LANDLORD'S REQUIREMENTS. CONSULT LANDLORD'S DESIGN CRITERIA. 1.2 THE DRAWINGS AND THE SPECIFICATIONS SHALL BE CONSIDERED ADDITIONAL TO ARCHITECT AND ELECTRICAL ENGINEER'S SPECIFICATIONS. ANY DISCREPANCY OR CONTRADICTION SHALL t5E BROUGHT TO THE ATTENTION OF THE ENGINEER. 1.3 ARCHITECT'S GENERAL REQUIREMENTS ARE PART OF THIS CONTRACT AND THEY SHALL BE APPLIED BY THE GENERAL CONTRACTOR AND SUBCONTRACTORS (HVAG- PLUMBIN -FIRE PROTECTION ETC.). 1.4 GENERAL CONTRACTOR SHALL VISIT THE JOB SITE 114 ORDER TO. FAMILIARIZE HIMSELF WITH CONDITIONS THAT CAN AFFECT HIS WORK IN ANY MANNER. (MEASUREMENTS - PARTICULAR CONDITIONS, ETC..) NO EXTRA COST DUE TO THE IGNORANCE OF LOCAL CONDITIONS WILL BE ACCEPTED BY THE OWNER. 15 DUCTWORK, PIPING', EQUIPMENT AND ACCESSORIES ARE SHOWN SCHEMATICALLY. NO DIMENSION SHALL BE SCALED ON THE DRAWINGS. GIVE PRIORITY TO THE DIMENSIONS MARKED ON THE DRAWINGS. 16 GENERAL CONTRACTOR SHALL MAKE ALL NECESSARY CHECKING AND ADJUSTMENTS TO COMPLY WITH THE INTENT OF SPECIFICATIONS. I.1 THE DRAWINGS SHOW THE APPROXIMATE LOCATION OF THE EQUIPMENT. EACH SUBCONTRACTOR SHALL VERIFY THESE LOCATIONS flEFORE INSTALLATION. 1.6 BEFORE STARTING THE WORK, COORDINATE ALL SUBCONTRACTOR WORK. NO EXTRA COST WILL BE ACCEPTED FOR A LACK OF COORDINATION. IA GENERAL CONTRACTOR'S TENDER SHALL INCLUDE THE COST OF ALL NECESSARY PERMITS AND CERTIFICATES, ALL DRAWINGS APPROVAL COSTS AND AU.. INSPECTION COSTS REQUIRED BY ALL AUTHORITIES HAVING JURISDICTION. 1.10 EACH SUBCONTRACTOR SHALL COMPLETE THE WORK IN EVERY DETAIL. EVEN THOUGH NOT SHOWN ON DRAWINGS OR GALLED FOR IN THIS SPECIFICATION. 1.1E ALL RUBBISH'S AND GARBAGE SHALL BE REMOVED FROM THE JOB SITE AT THE END OF EVERY WORKDAY. AT 'ME CONTRACT COMPLETION, ALL TOOLS AND EQUIPMENT SHALL BE REMOVED AND THE JOB SITE SHALL BE LEFT IN A CLEAN CONDITION.. . 1.12 STARTUP SHALL BE DONE BY MECHANICAL SUBCONTRACTOR AND THE GENERAL CONTRACTOR 1.13 COMPLY WITH ALL APPLICABLE COPES. 1.14 ALL WORK AFFECTING OTHER TENANTS SHALL BE DOE OFF BUSINESS HOURS (MIGHT OR WEEKEND). COORDINATE WITH THE LANDLORD. 2.0 GUARANTEE 21. EACH SUBCONTRACTOR SHAD. GUARANTEE HIS WORK FOR ONE YEAR AFTER PATE OF PROVISIONAL ACCEPTANCE BY THE TENANT. EACH SUBCONTRACTOR SHALL REPAIR OR REPLACE AT HIS OWN EXPENSE, ALL DEFECTS SHOWING DURING GUARANTEE PERIOD, AND THIS, WITHIN 48 HOURS FROM NOTICE. 2.2 PROJECTS IMPLYING AIR CONDITIONING COMPRESSORS SHALL INCLUDE AN EXTENDED FOUR (4) YEARS WARRANTY PERIOD COVERING COMPRESSORS. 3.0 SHOP DRAWINGS AND INSTRUCTION MANUALS. 3.1 PRIOR TO ORDERING OR INSTALLING ANY EQUIPMENT, SUBMIT TO ENGINEER FOR APPROVAL A MINIMUM OF TO (2) COPIES OF SHOP DRAWINGS FOR EACH ITEM OF EQUIPMENT, IF REQUESTED. 32 UPON COMPLETION OF CONTRACT, SUBCONTRACTOR SHALL SUPPLY INSTRUCTION MANUALS, COVERING OPERATION AND MAINTENANCE OF EQUIPMENT INCLUDED IN HIS CONTRACT. INSTRUCTION MANUALS SHALL BE SUPPLIED IN LOOSE LEAF .BINDER IN THREE (3) COPIES. (ONE (I) DOPY FOR THE LANDLORD AND TWO (2) FOR THE TENANT). INSTRUCTION MANUALS SHALL INCLUDE: a. ALL GUARANTEES ON EQUIPMENT AND INSTALLATIONS. b. TESTS RESULTS AND AIR BALANCE REPORT. G. OPERATION AND MAINTENANCE MANUALS. d. SPRINKLERS ACCEPTANCE CERTIFICATE AS PER NFPA -I3. 4.0 ALTERNATE EQUIPMENT 4.I PROPOSAL SHALL BE BASED ON SPECIFIED EQUIPMENT AND MATERIAL 4.2 PROPOSAL FOR ALTERNATE TO SPECIFICATION SHALL INCLUDE MANUFACTURER NAME, MODEL AND COST MODIFICATION. 4.3 COST OF ANY CHANGE REQUIRED TO OTHER TRADES WORK DUE TO SUBSTITUTION OF ALTERNATE EQUIPMENT, SHALL BE INCLUDED IN THE SUBCONTRACTOR'S PROPOSAL GALLING FOR THIS SUBSTITUTION. EVEN IF THESE CHANGES APPEAR AFTER THE DEMAND FOR SUBSTITUTION. 4.4 ALTERNATE PROPOSALS WILL BE ACCEPTED OR REJECTED BEFORE CONTRACTS ARE AWARDED. 140 CHANGES WILL BE ALLOWED AFTER THE CONTRACT IS SIGNED. 5.0 DRILLING AND ACCESS DOORS 5.1 OBTAIN AUTHORIZATION FROM BUILDING LANDLORD BEFORE DRILLING ANY HOLE IN CEILINGS, SLABS, OUTSIDE WALLS, TENANTS WALLS OR FIRE RETARDING WALLS. 5.2 OPENINGS, PAINTING, CUTTING AND PATCHING OF HOLES IN WALLS AND SLABS, SHALL BE MADE BY THE GENERAL CONTRACTOR. 5.3 ALL RECESSED FRAMES AND ACCESS DOORS, FIRE RETARDING ACCESS DOORS IN WALLS AND CEILINGS, SHALL BE SUPPLIED BY THE CONCERNED SUBCONTRACTOR AND INSTALLED BY THE GENERAL CONTRACTOR. THEY SHALL BE INSTALLED WHERE REQUIRED. THE SUBCONTRACTOR SHALL DETERMINE THE LOCATION IN ACCORDANCE WITH THE ARGHIT :CT. 6.0 DEMOLITION 6.1 VERY SUPGONTRAGTOR OF EACH SECTION SHALL EXECUTE DEMOLITION WORK DESCRIBE ON DRAWINGS, AND THOSE NEEDED TO GOMPLETE CONTRACT ADEQUATELY. 62 UNLESS OTHERWISE INDICATED, ALL REMOVED AND UNUSED MECHANICAL EQUIPMENT SHALL BE TURNED TO THE LANDLORD. 15400 - FIRE PROTECTION 1.0 WORK INCLUDES GENERALLY, LABOR SUPPLY AND INSTALLATION OF ALL MATERIALS AND EQUIPMENT REQUIRED FOR THE FIRE PROTECTION WORK INDICATED 114 DRAWINGS AND SPECIFICATIONS. 2.0 THE TENANT'S FIRE PROTECTION SUBCONTRACTOR SHALL VISIT THE SITE 114 ORDER TO WHI'T'ENESS ALL EXISTING CONDITIONS AND SUBMIT A DETAILED REPORT TO THE TENANT, DESCRIBING ALL DEFECTS IN EXISTING INSTALLATION. 3.0 INSTALLATION SHALL CONFORM TO ALL STANDARDS AND REGULATIONS REGARDING THIS TYPE OF CONTRACT TYPE, AMP SHALL BE APPROVED BY THE AUTHORITIES HAVING .JURISDICTION. TO BE COORDINATED BY THE BUILDING LANDLORD AS PER NFPA 13, LAST EDITION. 4.0 CONTRACTOR SHALL BE LICENSED FOR EXECUTION OF THIS TYPE OF WORK. 5.0 ALL MATERIALS SHALL BE FM, ULNLC LISTED, AND MEET ALL RECENT PUBLISHED REGULATIONS. 6.0 FIRE PROTECTION SUBCONTRACTOR SHALL MAKE SURE THAT INSPECTION OF HIS INSTALLATION 15 MADE, BEFORE IT I5 CONGEALED SY CEILING AND COVERING. 1.0 AT FINAL INSPECTION BY THE AUTHORITIES HAVING JURISDICTION, THE FIRE PROTECTION SUBCONTRACTOR SHALL MAKE ALL REQUIRED CHANGES, NECESSARY TO OBTAIN FINAL APPROVAL. 8.0 THE FIRE PROTECTION SUBCONTRACTOR SHALL. OBTAIN A CERTIFICATE OF INSPECTION FROM AUTHORITIES HAVING JURISDICTION, AND TURN IT TO THE LANDLORD BEFORE FINAL APPROVAL. 4.0 AUTHORITIES HAVING JURISDICTION, SHALL APPROVE DESIGN DRAWINGS, COMPLETE INSTALLATION, EQUIPMENT AND MATERIALS, INSPECT THEM AND SUPERVISE TESTS. (FIRE PROTECTION SUBCONTRACTOR SHALL PAY ALL COSTS AND FEES). 10.0 PREPARE ALL INSTALLATION DRAWINGS, DETAILS AND HYDRAULIC CALCULATIONS NECESSARY TO OBTAIN APPROVAL FROM CONCERNED AUTHORITIES, BEFORE WORK I5 STARTED. (FIRE PROTECTION SUBCONTRACTOR TO PAY FOR ALL FEES AND COSTS INVOLVED). DIVISION 15000 15400 - FIRE PROTECTION (CONTINUED) II.0 DRAWINGS SHALL INDICATE IN CLEAR MANNER: a. LOCATION OF THE BUILDING b. ADDRESS OR ANY OTHER MEANS FOR DESIGNATION OF THE BUILDING c. HAZARD ZONE SCHEDULE d. FIRE PROTECTION SUBGONTRAGTOR'S NAME AND ADDRESS e. AUTHORITIES HAVING JURISDICTION NAME f. THE SYSTEM DESIGN CRITERIA'S SUCH AS HAZARD TYPE, MINIMUM FLOW RATE AND THROW OF EACH SPRINKLER HEAD g. TOTAL REQUIRED WATER FLOW, INCLUDING INSIDE FIRE HOSE CABINETS, AND OUTSIDE FIRE HYDRANTS h. WATER SUPPLY INFORMATION I. SUPPLY ONE (I) SEPIA AND TWO (2) COPIES, SCALE 1/4" = I'-O" (I :50) OF INSTALLATION DRAWINGS. 12.0 THE ROOM IS CLASSIFIED ORDINARY HAZARD. EACH SPRINKLER HEAD SHALL DOVER 150 sq,Ft (12.Im ) MAXIMUM. TO BE COORDINATED WITH THE LANDLORD. 15.0 SEMI- LOOARlTTHHICS TYPE GRAPHICS SHALL INCLUDE HATER SUPPLY CURVES, SYSTEM REQUIREMENTS, EXTERIOR AND INTERIOR HOSES REQUIREMENTS, 114 SUCH A MY AS TO PRESENT A GRAPHIC RESUME OF HYDRAULIC CALCULATIONS. 14.0 PIPING AND FITTINGS SHALL BE APPROVED TYPE, IN COMPLIANCE WITH NFPA GODS, FM OR ULC IDENTIFIED AND DESIGNED TO WITHSTAND A WORKING PRESSURE OF 115 Ib /sgtn (I2IOKPa). 15.0 FIRE PROTECTION SUBCONTRACTOR SHALL INSTALL. ALL VALVES SHOWN 014 DRAWINGS AND AS NECESSARY FOR THE PROPER OPERATION OF THE INSTALLATION AND AS REQUESTED BY NFPA. 16.0 ELBOWS, REDUCERS, ADAPTERS, FITTINGS AND COUPLINGS SHALL BE SAME MANUFACTURE AS TEES. 11.0 PIPING SHALL BE BLACK ST EEL, SCHEDULE 40, ASTM -A53, ASTM -A135 AND A5TM -A158. THREADED JOINTS, CAST IRON FITTINGS ASTM -A126, 125 Ib /sq,In (860KPa) BY GRINNELL, UL APPROVED, THREADED, HYDROSTATIC WORKING PRESSURE OF 115 Ib /sgln (I2IOKPa) AT 150'F (66 t) AND LESS. FLAILS PACKING, TUBE RUBBER, ALBION 550, IN (3.2mm). 18.0 RUNS OF PIPE AND EQUIPMENT LOCATION ARE SHOWN APPROXIMATE. FIRE PROTECTION SUBCONTRACTOR SMALL COORDINATE HIS INSTALLATION WITH THE CEILING, DUCTS, LIGHTING AND GENERAL LOOK OF THE WORK. 14.0 FLUSHING CONNECTIONS SHALL BE INSTALLED AT LOW POINTS WHERE REQUIRED AND WHERE INDICATED 014 DRAWINGS, IN SUCH A WAY AS TO EMPTY THE SYSTEM COMPLETELY. 20.0 ALL SPRINKLERS SHALL BE OF AN APPROVED FO6 TYPE WITH FUSE MELTING AT A VARIOUS TRATURES ACCORDING TO THE REQUIREMENTS. 21.0 PENDANT SPRINKLER HEAD: MIGROMATIG, MODEL WITH GLASS FUSE (E -I), SEMI - RECESSED, CHROMED PLATED ESCUTCHEON AND SPRINKLER, OR ALTERNATE APPROVED EQUIPMENT. 22.0 UPRIGHT SPRINKLER HEAD; MIGROMATIG, MODEL WITH GLASS FUSE (M), BRONZE FINISH. OR ALTERNATE APPROVED EQUIPMENT. 25.0 INVISIBLE SPRINKLER HEAD: STAR, MODEL H (SPOILER "), FULLY RECESSED IN CEILING AND HIDE WITH 4" DIAMETER PLATE OR ALTERNATE APPROVED EQUIPMENT. 24.0 REMOVED SPRINKLER HEADS SHALL NOT BE REUSED. 25.0 FIRE PROTECTION SUBCONTRACTOR SHALL INSTALL GUARDS 114 LOCATION WHERE SPRINKLERS MAY BE SUBJECT TO MECHANICAL IMPACTS AND WHERE INDICATED ON DRAWINGS. 26.0 FIRE PROTECTION SUBCONTRACTOR SHALL INSTALL EVERYWHERE PIPES RUN THROUGH WALLS, FLOORS, CEILINGS ETC... A CAST IRON ESCUTCHEON 014 EACH SIDE OF THE PARTITION. FI6.345 OF GRINNELL. OR ALTERNATE APPROVED EQUIPMENT. 21.0 FIRE PROTECTION SUBCONTRACTOR SHALL INSTALL EVERYWHERE PIPES RUN THROUGH ACOUSTICAL CEILINGS, CHROMED STEEL ESCUTCHEON WITH CLAMPING MECHANISM, AND CONGEALED HINGES, F16.20 OF GRINNELL, OR ALTERNATE APPROVED EQUIPMENT. 28.0 FIRE PROTECTION SUBCONTRACTOR SHALL COORDINATE WITH LANDLORD'S UNDERWRITERS THE ADDITION OF SPRINKLER HEADS OVER FINISHED CEILING. 24.0 FIRE PROTECTION SUBCONTRACTOR SHALL. SUPPLY AND INSTALL TWO (2) PORTABLE FIRE EXTINGUISHERS, ABC, DRY POWDER, PRESSURE TYPE, GLASS 6A, SOBG,10 POUNDS (4.5 KG) CAPACITY, 255 ib /scIjn (1620 KPa) WORKING. PRESSURE. MODEL WBDL ASGIO OF CFH, WALL INSTALLATION, OR ALTERNATE APPROVED EQUIPMENT. 15500 - VENTILATION-HEATING -AIR CONDITIONING 1.0 WORK INCLUDES GENERALLY, LABOR, SUPPLY AND INSTALLATION OF ALL MATERIALS AND EQUIPMENT REQUIRED FOR THE VENTILATION WORK INDICATED IN DRAWINGS AND SPECIFICATIONS. 2.0 THE TENANT'S VENTILATION SUSGONTRAGTOR SHALL VISIT THE SITE IN ORDER TO WHITENESS ALL EXISTING CONDITIONS AND SUBMIT A DETAILED REPORT TO THE TENANT, DESCRIBING ALL DEFECTS IN EXISTING INSTALLATION. 5.0 THE LANDLORD'S VENTILATION SUBCONTRACTOR SHALL VERIFY ALL WAG UNITS AND THE TENANTS VENTILATION SUBCONTRACTOR SHALL PERFORM THE NECESSARY CORRECTIONS WITHOUT BEING LIMITED TO a. BALL BEARINGS LUBRICATION. b. COILS, GLEANING AND PURGING. G. FANS: REPLACE BELTS, ALIGNMENT IF REQUIRED. d. REPLACE FILTER MEDIA. e. GHEGK REFRIGERANT CHARGE. f. GHEGK WIRING AND CONTROLS. g. CONDENSER AND ACCESSORIES RIES GLEANING. h. PERFORM BALANCING WORK AND SUPPLY A BALANCING REPORT TO OWNER AND TENANT. 4.0 THE VENTILATION SUBCONTRACTOR SHALL ADJUST THE AIR QUANTITIES OF UNITS. AS PER DRAWINGS AND SPECIFICATIONS. 5.0 THE VENTILATION SUBCONTRACTOR SHALL VISIT THE JOB SITE TO MAKE SURE OF THE EXACT LOCATION OF NEW DUCTS, GRILLES AND DIFFUSERS. HE SHALL ALSO SUPPLY SHOP DRAWINGS TO THE TENANT BEFORE FABRICATION AND INSTALLATION. 6.0 THE EXACT LOCATION OF GRILLES AND DIFFUSERS SHALL BE MADE 114 ACCORDANCE WITH THE LAST ISSUED REFLECTED CEILING PLAN. TO BE COORDINATE WITH ARCHITECT. 1.0 WHEN REQUIRED, SMOKE DETECTORS SHALL BE SUPPLIED AND INSTALLED BY VENTILATION SUBCONTRACTOR. 8.0 THE VENTILATION SUBCONTRACTOR SHALL VERIFY AND REPAIR THE EXISTING DUCTS INDICATED 014 DRAWINGS. INCLUDING ACOUSTICAL AND THERMAL INSULATION. 4.0 NEW DUCTS SHALL BE MADE OF GALVANIZED STEEL. SHEET. CONNECTIONS AND INSTALLATION INCLUDING JOINTS AND ANCHOR GAGES AS PER ASHRAE/SMAGNA REQUIREMENTS. DIMENSIONS INDICATED ON DRAWINGS ARE INTERNAL DIMENSIONS. 10.0 MANUFACTURED FLEXIBLE DUCTS FROM "SIMPLEFLEX° OF A MAXIMUM OF FIVE (5) FEET (1500mm) 114 LENGTH, TO SE INSTALLED AT THE INLET OF AIR TERMINAL UNITS, DIFFUSERS, ETC. 11.0 THE TENANT SHALL INDICATE TO THE VENTILATION SUBCONTRACTOR, THE EXACT NEW LOCATION OF THE EXISTING THERMOSTAT. ALL CONTROLS COMPONENTS SHALL BE VERIFIED. 12.0 WHEN REQUIRED INSTALL. FIRE DAMPERS WHERE INDICATED ON DRAWINGS. FIRE DAMPERS IN ACCORDANCE WITH NFPA- 40A.408 STANDARDS. ULG LISTED. a. RECTANGULAR DUCTS: RECTANGULAR DOLLAR , TYPE 'B' WITH NO NR STREAM INTERFERENCE. IN SPECIAL GASES WHERE VERTICAL SPACE I5 LIMITED TYPE W MAY BE ACCEPTABLE. b. ROUND DUCTS : CIRCULAR DOLLAR OR TYPE WITH NO AIR STREAM INTERFERENCE. 15.0 SUPPLY AND INSTALL MANUAL DAMPERS WHERE INDIGATED 014 DRAWINGS. SINGLE OR MULTIPLE BLADE DAMPERS, OPPOSED BLADE TYPE, MANUALLY ADJUSTABLE FOR AIR FLOW ADJUSTMENT. 15700 - ACOUSTICAL AND THERMAL INSULATION 1.0 GENERAL NOTES 1.1 WORK INCLUDES GENERALLY, LABOR, SUPPLY AND INSTALLATION OF ALL MATERIALS AND EQUIPMENT REQUIRED FOR THE INSULATION WORK INDICATED 114 DRAWINGS AND SPECIFICATIONS. 1.1 WORK INCLUDES GENERALLY, LABOR, SUPPLY AND INSTALLATION OF ALL MATERIALS AND EQUIPMENT REQUIRED FOR THE INSULATION WORK INDICATED IN DRAWINGS AND SPECIFICATIONS. 2.0 PLUMBING 2.1 INSTALL In (25.4mm) THERMAL INSULATION ON DOMESTIC WATER PIPING, UP TO PLUMBING FIXTURES. RESIN IMPREGNATED GLASS FIBER. 2.2 MOLDED FIBERGLASS BONDED WITH BAKED RESIN, WITH ALUMINUM COVERING AND OUTSIDE WHITE FINISH. MAXIMUM THERMAL GONDUGTLVI1• OF 024 8Th- tn/h- Ft' -'F (0.035W/m'G) AT 152'F (24 V. JOINTS SHALL BE COVERED WITH STRIPS OF ALUMINUM FOIL, SEAL WITH VAPOR PROOF ADHESIVE. 3.0 VENTILATION 5.1 INSTALL ACOUSTICAL INSULATION WHERE REQUESTED 114 THE SPECIFICATION. FLEXIBLE INSULATION CONFORM WITH NFPA 40, 2 Ib/fte (52 KG, /m°) OF DENSITY FOR 1/2" (15mm) THICKNESS AND 15 lb/ft" (24.03 KG, /m ) FOR OTHER THICKNESS. DOVER SIDE EXPOSED TO AIR STREAM WITH BLACK CANVAS. 32. INSTALL ACOUSTICAL INSULATION 014 HVAG UNITS SUPPLY DUCT FOR TEN (I0) FEET (3m) 114 LENGTH. 53 INSTALL ACOUSTICAL INSULATION 014 HVAG UNITS RETURN DUCT FOR TEN (10) FEET (3m) IN LENGTH FROM UNITS. 5.4 INSTALL THERMAL INSULATION WHERE REQUESTED IN THE SPECIFICATION. RIGID FIBERGLASS BLANKET OF 3Ib/ft° (48KG /m°) OF DENSITY, MAXIMUM CONDUCTIVITY OF 0.25 BTU- In/h- Ft' -'F (0.03311/m'G) AT 152'F (24 G) WITH TYPE RFFRK VAPOR BARRIER. 35 INSTALL THERMAL INSULATION ON ALL TOILET EXHAUST AIR DUCTS WHEN CONNECTED TO AIR EXHAUSTS. + COOLING OA DB COOLING IA DB + HEATING OA + ROOF U- FACTOR + LIGHT DIVERS ** VAV MIN AIR + LTS - SURFACE + %LTS- SURFACE + WALL AREA + %ROOF TO SPACE PEOPLE SENS HEAT ALDO Southcenter Mall Seattle, WA 2350 SQUARE FEET ASHRAE DESIGN CONDITIONS w5. 75 285 COOLING OA WB COOLING IA WB HEATING to LTS- RECESSED %LTS- RECESSED MISC. WATTS SQ FT /PERSON NO OF PEOPLE WALL U- FACTOR 63 70 31 250 PEOPLE LATENT 200 COOLING LOAD SUMMARY SENSIBLE HEAT GAIN LATENT HEAT GAIN PEOPLE VENTILATION ROOF LOAD LTS - SURFACE LTS - RECESSED MISC LOAD WALL LOAD 7833 PEOPLE 0 VENTILATION 0 70% TO SPACE 11644 100% TO SPACE 15659 70% TO SPACE 10239 0 TOTAL SENSIBLE 45375 TOTAL COOLING LOAD SENS /TOTAL RATIO NOMINAL CFM (15 DEG F DIFF) + SUPPLY AIR TEMP TEMPERATURE DIFFERENCE SENSIBLE HEAT GAIN VENTILATION. ROOF LOAD WALL LOAD 6267 0 TOTAL LATENT 6267 51642 BTUH 88 % 2292 CFM DEG F 18 DEG F HEATING LOAD SUMMARY LATENT HEAT GAIN 0 VENTILATION 0 0 TOTAL SENSIBLE 0 0 TOTAL LATENT 0 TOTAL HEATING LOAD 0 BTUH NOMINAL KW ELEC HEAT • 0 KW MINIMUM KW ELEC HEAT 2 KW (BASED ON 20 DEG F RISE c VAV MIN AIR) + 3.5 W /SQ FT + 0.98 CFM /SQ FT 22 BTUH /SQ FT 4.3 TONS - 546 SQ FT /TON LEGEND :13] -E] :]zi -0 k r+ f t:E=E3 CFM ELBOW WITH TURNING VANES SUPPLY DUCT RETURN OR EXHAUST DUCT TAKE -OFF WITH SOOTH MANUEL. DAMPER TRANSFORMATION FROM RECTANGULAR DUCT TO 1"L.EXlSLE DUCT ELECTRICAL COIL THERMOSTAT VENTILATION GRILLE TYPE CUBIC FEET PER MINUTE GUSIG FEET PER MINUTE DUCT TO BE DEMOLISHED REVISION NO;L brii46 SEPq PERM �a REQUIRED �F TCIT OU tWILA JUL ,052012 PERMIT CENTER R: \ALDO \,.Fitch \2012.Projects \12. 3243. SouthcenterMcli .Settle.WA \12.3243.M2.dwg ALDO DATE EMIS /ISSUED PRIL 25, 2012 ALDO / SAJO / L.L., BID 4 PERMIT JUNE 4, 2012 ISSUED FOR CONSTRUCTION JUNE 28, 2012 ISSUED FOR SITE CONDITION PRINT DATE 2012 -06 -28 4 5 2 2012 -06 -28 PER FIELD CONDITIONS 2012 -05-30 PER SAJO COMMENTS 2012 -05-30 PER LANDLORD COMMENTS 2012 -05 -24 PER ALDO COMMENTS NO. DATE REVISION THIS DRANRNG HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ALDO GROUP AND ITS ASSOCIATED COMPANIES TO EXPLAIN 1HE LAYOUT AND SERVICES REQUIREMENTS FOR 1HE.1RADE MXIURES OR TO EXPLAIN COMPANY CONSTRUCTION STANDARDS. ALL DIMENSIONS SHALL BE VERIFIED ON SITE. ALL ERRORS AND DISCREPANCIES SHALL BE REPORTED TO 1HE OWNER BEFORE PROCEEDING WI 1H THE WIC NO DIMENSIONS SHOULD BE MEASURED ON THE DRAWING. DIMENSIONS AND AREAS ON THIS DRAWING ARE FOR INFORMATION ONLY d p e don penn ■ consulting engineer 635 Westport Parkway Suite 300 Grapevine, Texas 76051 Phone: 817 -410 -2858 Fax: 817-251-8411 ALSO G R O U P E 2300 EMILE - BELANGER, MONTREAL QUEBEC, CANADA, H4R 3J4 TEL.: (514) 747 -2536 FAX: (514) 747 -6504 PROJET /PROJECT: ALDO SOUTHGENTER WEST I ELn SEATTLE, ASH I NGTON TITRE /TITLE: MECHANICAL SPECIFICATIONS PROJET NO. /PROJECT 140. 2167 DESSINE /DRAWN: DA ECHELLE /SCALE: VERIFIES /CHECKED: $H CONCEPT, ANNEE /YEAR: AA06 PAGE: M -2 GENERAL PLUMBING NOTES I. ALL PLUMBING INSTALLATIONS SHALL COMPLY WITH STATE AND LOCAL. GORES. 2. PLUMBING, CONTRACTOR SHALL MAKE CORRECTIONS IF WATER SUPPLY AND DRAINAGE FOR THE BUILDING, ARE REVERSED. 3. INSTALL ALL THREADED GLEANOUT PUU65 WITH PIPE DOPE TO ALLOW EASY REMOVAL IN THE FUTURE. 4. IT WILL BE THE RESPONSIBILITY OF THE PLUMING' CONTRACTOR TO INSURE THAT ITEMS TO BE FURNISHED UNDER PLUMBING CONTRACT WILL FIT THE SPACE AVAILABLE - ELUDING CONTRACTOR SHALL MAKE NECESSARY FIELD MATS TO ASCERTAIN SPADE REQUIREMENT'S, INCLUDING THOSE FOR CONNECTIONS ANP SHALL FURNISH AND INSTAL. SUCH SIZES AND SHAPES OF EQUIPMENT THAT ARE TM TRUE INTENT OF THE DRAWINGS AND SPECIFICATIONS. 5.6ENERAL. CONTRACTOR SHALL PROVIDE ALL OPENINGS IN WALLS, FLOORS, AND ROOF WITH EACH CONTRACTOR RESPONSIBLE FOR VERIFYING LOCATION AND SIZES OF ALL OPENINGS REQUIRED UNDER HIS CONTRACT, UNLESS NOTED O114ERW15E ON THE PLANS. 6. PLUM8IN6 CONTRACTOR SHALL PROVIDE PRESSURE REDUCING, VALVE, SWEAT TYPE, 30-60 PSI6 DISCHARGE RANGE WHERE REQUIRED BY LOCAL CODES. 1. ALL PUJMEIING FIXTURES SHALL. BE NEATLY CAULKED WITH SILICONE COMPOUND MEM FIXTURE MEETS WALL. 6. PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR G00RDINATIN6 ELECTRICAL AND CONTROL CONNECTIONS TO PLUMBING EQUIPMENT WITH THE ELEGIRIGAL CONTRACTOR SEE PLANS FOR LOCATIONS OF JJNGTION BOXES, DISGONNEGTS, AND CIRCUIT BREAKERS (PANEL BOARDS). TYPE, SIZE AND NUMBER OF CONDUCTORS ANP CONDUITS TO EQUIPMENT SHALL BE COORDINATED WITH 4 VERIFIED BY THE ELECTRICAL CONTRACTOR IN CASE OF PLUMBING EQUIPMENT CONNECTION TO A CIRCUIT BREAKER, THE NUMBER AND SIZE OF CONDUCTORS AND CONDUIT SHALL CONFORM TO THE LATEST NATIONAL ELECTRICAL CODE REGULATIONS. ALL MOTOR STARTERS, SWITCHES, CONTROL DEVICES, ETC., PROVIDED BY THIS CONTRACTOR SHALL BE RECESSED IN THE WALLS, EXCEPT WHERE THESE ITEMS ARE LOCATED IN MECHANICAL ROOMS. PROVIDE NAMEPLATES FOR ALL EQUIPMENT, SWITCHES, CONTROL DEVICES, ETC. 41. PLUMBING CONTRACTOR SHALL SUPPLY AND INSTALL GAS PIPING IF SHOWN ON PLANS ALL GAS PIPING SHALL COMPLY WITH LOCAL CODES. PLUMBING CONTRACTOR SHALL MAKE FINAL comrecrois TO AU. EQUIPMENT. INSTALL REGULATORS AT EQUIPMENT WHERE REQUIRED BY MANUFACTURER OR GUTS SUPPLIED BY FURNISHING CONTRACTOR 10. PLUMBING CONTRACTOR SHALL INSTALL SHOCK ABSORBERS AT PLACES INDICATED ON THE PLANS AND RISER DIAGRAM. SHOCK ABSORBERS SHALL BE POI APPROVED. 11. ALL UNDERGROUND DRAINAGE, WASTE AND VENT PIPE SHALL BE CAST IRON OR AS ALLOWED BY LOCAL GORES. ALL ABOVE GROUND DRAINAGE, WASTE AND VENT PIPE SHALL BE CAST IRON OR AS ALLOYED SY LOCAL CODES. NO PLASTIC PIPING ALLOWED. 12. GONTRAGTOR SHALL REFER TO ARCHITECTURAL PLANS FOR APPROVED FLOOR PLAN AND DIMENSIONS. DO NOT SCALE PU>MIN6 DRAWING'S. 13. CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING CONDENSATE DRAIN PIPING ON AIR HANDLING UNITS. COORDINATE WORK WITH MECHANICAL CONTRACTOR. 14. CONTRACTOR SHALL INSTALL WATER PIPING SO THAT PIPE JOINTS ARE NOT UNDER FLOOR SLAB. 15. PIPE INSULATION SHALL BE CONTINUOUS THROUGH WALLS OR FLOOR. 16. CONTRACTOR SHALL TEST SOIL, WASTE AND VENT SYSTEMS KIN PEPPERMINT. ALL MECHANICAL SYSTEMS SHALL 6E RUNWIN6 WHILE THESE TESTS ARE BEING MADE. CONTRACTOR SHALL FURNISH A CERTIFICATE OF COMPLIANCE AND ACCEPTANCE OF THESE TESTS. 11. CONTRACTOR SHALL INSULATE ALL UNDER SLAB HOT WATER PIPING WITH 1' RIGID URETHANE FOAM INSULATION AND I" CLOSED GEL. RUBBER INSULATION, PITH FIRE RETARDANT COATING ON ALL HOT WATER AND RETURNS LINES ABOVE SLAB. INSULATE ALL GOLD. WATER LINES ABOVE SLAB WITH 1/2* CLOSED CSU- RUBBER FIRE RETARDANT INSULATION. 16. ANY DEVIATIONS FROM SPECIFIED PLUMBING, FIXTURES AND TRIM IN FIXTURE SGHEPULE SHAH BE APPROVED PRIOR TO susmrrTAL FROM THE ALDO'S PROJECT MANAGER ICI. ALL INDIRECT WASTE LINES SHALL HAVE A MINIMUM OF 2* VERTICAL AIR SAP AT FLOOR SM DRAIN OR HUB. FLOOR SINKS, DRAINS OR HUBS SHALL. EXTEND A MINIMUM I" ABOVE FINISHED FLOOR WHEN SERVING INDIRECT DRAINS. 20. VACUUM BREAKERS SHALL BE INSTALLED ON ALL HOSE BIM AND HYDRANTS. VACUUM BREAKERS/SACK FLAW PREVENTORS TO BE INSTALLED AT ANY POINT WHERE THERE IS DANGER OF THE NON POTABLE WATER SYSTEM COMING IN CONTACT WITH THE PORTABLE WATER SYSTEM OR ANY DANGER OF BACK FLOW. COORDINATE WITH LOCAL INSPECTOR 21. ALL PLUMBING WORK SHALL BE COORDINATED WITH OTHER PRO.EGT CONTRACTORS BEFORE INSTALLATION. 22. USE TYPE "K" S0Fr DRAWN COPPER UNDER SLAB. 23. ALL WATER DISTRIBUTION PIPE ABOVE GROUND SHALL BE COPPER OR COPPER AU.OY TWINS. PLUMBING FIXTURE SCHEDULE PLAN MARK MANUFACTURER MODEL NUMBER NOTES WC AMERICAN STANDARD *2166.100 G/W SUPPLY PIPING, ANGLE VALVE, MU. FLANGE AND FLEXIBLE RISER. (ZURN ZH- 8825 -GR L.K) SEAT OL50NITE 146S5TL LAV AMERICAN STANDARC *0556.421 FAUCET SHALL BE LEVER OR PUSH TYPE, SELF CLOSING FAUCETS SHALL REMAIN ON FOR AT LEAST 10 SECONDS. FD ZURN ZXN -2I I -BF -P NH A.O. SMITH DEL -6 6 G.A. STORAGE CAPACITY, 1.5 KW wpUT, 206V. ELECTRIC WATER HEATER MS FIAT MSB -2424 24x24x10 MOLDED STONE FLOOR MTP. MOP SINK, DF OASIS PeAM 120V, 400W TP PPP INC. *PR -500 FULLY AUTOMATIC, ALL BRASS TRAP PRIMER VALVE, ACTIVATED BY A DROP IN BUILDING WATER PRESSURE, NO AJUSTMENT REQUI RED, MODEL. PRIM -RITE FOR I TO 4 TRAPS NTH DISTRIBUTION UNIT. MUST BE INSTALLED ON A FRESH GOLD WATER LINE OF I 1 /2' DIAMETER OR LESS, AS INDICATED ON PRAPUNNS, OR REQUIRED SY PLUMBING CODE. PROVIDE BALL VALVE. —"if VAGWM RELIEF VAVLE (VALVE AND TEE ABOVE WATER HEATER) 6 GALLON WATER HEATER ABOVE TOILET CEILING. PROVIDE 3' DEEP 6ALV PAN IM/SOLDERED SEAMS. ROUTE AUX. DRAIN TO MOP SINK. WATER HEATER T 4 P AND DRAIN PAN CANNOT CAUSE TRIPPING HAZARD. VERIFY EXACT LOCATION IN FIELD. 3/b" SUPPLY WITH STOP (TYP) PROVIDE 12" CHAMBER (TYP) • TACO GX -15 EXPANSION TANK, FDA AND ASME APPROVED FOR POTABLE WATER TERMINATE INDIRECTLY INTO MOP SINK •• • A7'1.77 MS k • TO TRAP PRIMER CONNECTION AT PP LAV WATER RISER DIAGRAM SCALE: N.T.S. CHECK VALVE El --VACUUM RELIEF VALVE Jll V- STEEL TONIC STRAP SHALL BE 2" WIDE 22 GAUGE SHEET METAL, FASTEN TO WALL W/ (2)1/4' PIA. x 2' SCREWS AT EACH END PROVIDE BLOCKING IN WALL. DRAIN VALVE WITH VACUUM EREAKER DRAIN PAN TO MOP SINK 0-1 1� N CEILING/STRUCTURE OF —/ TOILET ROOM n, REFER TO SPECIFICATIONS AND PLUMBING FIXTURE SCHEDULE. PIPING ARRANGEMENT SHOWN IS SCHEMATIC. ADJUST TO SUIT FIELD CONDITIONS. REl E R TO FLOOR PLAN FOR PIPE SIZES. SET WATER HEATER THERMOSTAT AT 120 DEGREES FAHRENHEIT. PROVIDE SEISMIC STRAP OR BRACING AND FLEXIBLE CONNECTORS TO WATER AND CONNECTIONS IF /AS REQUIRED BY LOCAL AUTHORITIES. INLINE EXPANSION TANK WATER HEATER 3/4' PWV COPPER TEMP/PRESSURE RELIEF VALVE TO MOP SINK BELOW STEEL TONIC STRAP ANCHOR TO WALL TYPICAL WALL HEAT TRAP 3" DEEP DRAIN PAN WATER HEATER DETAIL SCALE: NOT TO SCALE EXTEND 5" VENT TO EXISTING SYSTEM, VERIFY EXACT LOCATION EXTEND 41 S5 TO EXISTING SYSTEM, VERIFY EXACT LOCATION, FLOW AND DEPTH. cn 11 3' FD W/TRAP PRIMR LAV INGO WASTE RISER DIAGRAM SCALE: N.T.S. CONNECT 4" 55 TO EXISTING 4" --I.-- SANITARY SYSTEM. VERIFY EXACT LOCATION, FLOW AND DEPTH. 0) 1 PLUMBING PLAN SCALE: 1 /4" REVISIOM 'HQL RECEI CITY OF TUKWILA JUL052012 PERMIT CENTER ALDO DATE EMIS /ISSUED PRIL 23, 2012 ALDO / SAJO / Li., BID 4 PERMIT JUNE 4, 2012 ISSUED FOR CONSTRUCTION JUNE 26, 2012 ISSUED FOR SITE CONDITION PRINT DATE 2012 -06 -28 4 2012 -06 -28 PER FIELD CONDITIONS 3 2012 -05-30 PER SAJO COMMENTS 2 2012 -05-30 PER LANDLORD COMMENTS 2012 -05-2q PER ALDO COMMENTS NO. DATE REVISION THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ALDO GROUP AND ITS ASSOCIATED COMPANIES TO EXPLAIN THE LAYOUT AND SERVICES REQUIREMENTS FOR THE TRADE FIXTURES OR TO EXPLAIN COMPANY CONSTRUCTION STANDARDS. ALL DIMENSIONS SHALL BE VERIFIED ON SIZE. ALL ERRORS AND DISCREPANCIES SHALL BE REPORTED TO THE OWNER BEFORE PROCEEDING WITH 1HE WORK. NO DIMENSIONS SHOULD BE MEASURED ON THE DRAWING, DIMENSIONS AND AREAS ON THIS DRAWING ARE FOR INFORMATION ONLY d p e don penn • consulting engineer R: \ALDO \:F7tch \2012.Projects \12. 3243. SouthcenterMall .Settle.WA \12.3243.P1.dwg 635 Westport Parkway Suite 300 Grapevine, Texas 76051 Phone: 817- 410 -2858 Fax: 817- 251 -8411 ALDO G R O U P E 2300 EMILE- BELANGER, MONTREAL QUEBEC, CANADA, H4R 3J4 TEL.: (514) 747 -2536 FAX: (514) 747 -6504 PROJET /PROJECT: ALDO SOUTHOENTER WEST I ELD SEATTLE, WASH I NGTON TITRE /TITLE: PLUMBING PLAIN PROJET NO. /PROJECT NO. 2161 DESSINE /DRAWN: DA ECHELLE /SCALE: VERIFIE /CHECKED: BH. CONCEPT, ANNEE /YEAR: AAO6 PAGE: P -1 ;::r..:. T -STAT 46" APP A 3� CIRCUIT VI TIMEGLOCK EXISTING MEANS OF DISCONNECT FOR FP I WITH INTEGRAL. 3 KW HEAT STRIP TO REMAIN. CIRCUIT AS INDICATED ELECTRICAL/LIGHTING PLAN SCALE: 1/4" = 1' -0" NOTES BY SYMBOL PROVIDE .JUNCTION BOX, DISCONNECT AND CIRCUIT FOR TENANT SIGNAME. CIRCUIT VIA TIMEGLOCK. PROVIDE AND INSTALL 120 V DUPLEX OUTLET MOUNTED IN CEILING PER N.EG. SUPPORT OUTLET AND BOX FROM STRUCTURE. COORDINATE: EXACT LOCATION IN FIELD. REFER TO DETAIL 3/E-3 FOR GASHNRAP AND SAMARA? CIRCUITING AND ADDITIONAL INFORMATION. SNUTGH comma LOCATION. TS.G. TO PROVIDE AU. LABOR AND MATERIALS INCLUDING BUr NOT LIMITED TO, MECHANICALLY HELD CONTACTORS, ENCLOSURES, CONDUCTORS, ETC. FOR CONTROL OF STORE LIGHTING. CONTACTOR(5) SHALL BE SQUARE 'D' TYPE L CONTACTORS OR EQUAL. REFER TO PANEL.. SCHEDULE FOR NUMBER OF POLES REQUIRED. TRAFFIC COUNTER PRE TIRING REQUIREMENTS: I- PREWIRIN6 IS REQUIRED FOR WIG COUNTER EQUIPMENT. 2 -GABLE SPECIFICATION: GAT-5 SHIELDED, WOWED PAIR. 3- LENGTH OP GABLE TO SPAN FROM ACCESS PANEL AT STOREFRONT BULKHEAD TO GASH COUNTER PROVIDE 20 FEET OF EXTRA L.EN6T14 AT THE STOREFRONT AND 10 FEET OF EXTRA LENGTH AT THE GASH AREA . 4-THIS GABLE MUST BE IDENTIFIED BY A RED TAPE AT EITHER END 50 THAT THE TRAFFIC COUNTER INSTALLERS MAY FIND IT EASILY TO COMPLETE THE INSTALLATION. THIS WILL BE VERIFIED AT PUNCH WALK THROUGH. ONE ELECTRICAL. OUTLET FOR SOUND SYSTEM MOUNTED HORIZONTALLY AT 5'-6" ABOVE FINISHED FLOOR THE SECOND OUTLET MOUNTED AT 4' -0" ABOVE FINISHED FLOOR ALL REMAINING OUTLETS TO BE MOUNTED AT 51-6" ABOVE FINISHED FLOOR 'BLACK CABINET': PROVIDE AND INSTALL (I) DUPLEX OUTLET AT SHELF BY ELECTRICAL PANEL(S) AT 1'-0" AFF. 6.G. TO INSTALL BLACK CABINET HORIZONTALLY BESIDE ELECTRICAL PANEL. BL.AGK CABINET IS SUPPLIED BY ALDO IT DEPARTMENT AND WILL ea SHIPPED TO THE SITE. ALL CATS GABLES: FRONT GASH COUNTER AND FIND SYSTEMS TO BE BROUGHT BACK TO THE: BLACK CABINET. REM TO DETAIL DATA/TELEPHONE EQUIPMENT ON SHEET E-3. EXIT/EH G NGY LIGHTING TO EE CONNECTED TO LOCAL CIRCUIT AHEAD OF ANY LOCAL SNITCHES OR TIMEGLOGCS. NOT USED ON THIS PRO.EGT. PROVIDE MEANS OF DISCONNECT FOR SLADE SIGN ABOVE CASHVftAP. CIRCUIT VIA CONTACTOR. , RECESSED FLOOR BOX WITH DUPLEX RECEPTACLE FOR FIXTURE LIGHTING CONNECTION. PROVIDE 3/4" CONDUIT WITH *12 THAN TO WALL VIA TRENCH /CARE DRILL. CIRCUIT AS INDICATED. PROVIDE (5) GAT5 FOR FIND SYSTEM. 6.G. TO BRING CONDUIT WITH (5) LOSE CAT5 GABLES WITH 4' EXTRA ROLLED UP AT ALCOVE. ELECTRICIAN TO PROVIDE AND OUTLET AT 5' -0" AFF NEXT TO CATS BOX. PROVIDE (I) GAT5 FOR FIND SYSTEM. 6.G. TO BRING CONDUIT WITH (I) LOSE GAT5 GABLE WITH 20' -0` ROLLED up IN BOTTOM OF ARMOIRE. CEILING MOUNTED TYPE OGGUPANGY SENSOR TO CONTROL LIGHTING WITHIN THIS SPACE. SENSOR SHALL HAVE A MAXIMUM DELAY SETTING OF 30 MINUTES. LIGHTING SWITCH BANK :p: RINVIENRO o- IRROMME 1 'd1 1 If: tha 5S TTGGF1 CONTROL LOCATION. REFER TO SHEET E2 ELECTRICAL PANEL SCHEDULE FOR NUMBER OF POLES REQUIRED. SWITCHES SHAU. BE INSTALLED EM MEN STUDS. MAKE (MORE) ROWS IF NECESSARY. DO NOT an STUDS TO ACCOMMODATE A SINGLE ROW OF SWITCHES. ALL CONTROL DEVICES FOR LIGHT, POWER, FEET, ALARMS, ETC. SHALL BE MOUNTED N0 HIGHER THAN 48" FROM THE FLOOR REFER TO PLAN ON THIS SHUT TO COORDINATE SWITCHING OF 6E ER& LI6HTIN6. SWITCH AS INDICATED 'a' b' 'c' • 'd'. REFER TO DETAIL ON SHEET E2 FOR FURTHER COORDINATION. INIPO.RTANTt T.6.G. SHALL CONQEGT EhERGENGY/NISHT LIGHTING TO LOCAL CIRCUIT ON UNSWITGHED LEG. CIRCUIT VIA 13 TIMECLOGK REVISION NO1LL D « -v48 RECtIVLUI CITY OF TUKWILA JUL 052012 PERMIT CENTER R: \AIDO\Jltoh \2012.ProLects \12. 3243. SouthcenterMall .Settle.WA \12.3243.E1.dwg ALDO DATE EMIS /ISSUED PRIL 23, 2012 ALDO / SAJO / L.L., BID 4 PERMIT JUNE 4, 2012 ISSUED FOR CONSTRUCTION JUNE 26, 2012 ISSUED FOR SITE CONDITION PRINT DATE 2012 -06 -28 4 2 NO. 2012 -06 -26 2012 -05-30 2012 -05-50 2012 -05-2q DATE PER FIELD CONDITIONS PER SAJO COMMENTS PER LANDLORD COMMENTS-1 PER ALPO COMMENTS REVISION HIS DRAWING HAS BEEN PREPARED FOR THE OCCLUSIVE USE OF THE ALDO GROUP AND ITS ASSOCIATED COMPANIES TO EXPLAIN THE LAYOUT AND SERVICES REQUIREMENTS FOR THE TRADE FIXTURES OR TO EXPLAIN COMPANY CONSTRUCTION STANDARDS. AU. DIMENSIONS SHAU. BE VERIFIED ON SITE. ALL ERRORS AND DISCREPANCIES SHALL BE REPORTED TO THE OWNER BEFORE PROCEEDING IMTH THE WORK. NO DIMENSIONS SHOULD BE MEASURED ON THE DRAWING. DIMENSIONS AND AREAS ON THIS DRAWING ARE FOR INFORMATION ONLY p e don penn ■ consulting engineer 635 Westport Parkway Suite 300 Grapevine, Texas 76051 Phone: 817 -410 -2858 Fax: 817-251-8411 ALSO G R ( D U P E 2300 EMILE - BELANGER, MONTREAL QUEBEC, CANADA, H4R 3J4 TEL.: (514) 747 -2536 FAX: (514) 747 -6504 PROJET /PROJECT: ALDO SOUTHC ENTER WESTF I ELD SEATTLE, WASH I N&TON TITRE /TITLE: ELECTRICAL/ LIGHTING PLAN PROJET NO. /PROJECT NO. 2161 DESSINE /DRAWN: DA ECNELLE /SCALE: RR. NO OM VERIFIE /CHECKED: 5H CONCEPT, ANNEE /YEAR: AA06 PAGE: E -I ALC 0 ELECTRICAL LEGEND - 2006 ISSUED: MARCH, 2012 3 USA UGHTiNG FIXTURES LIGHTING FIXTURES ELECTRICAL EQUIPMENT SOUND EQUIPMENT NO 'TYPE DESCRIPTION MOUNTING. LAMP OESC VOLTS MANUFACTURER MODEL REMARKS FINISH Q1Y ro NO TYPE DESCRIPTION MOUNTING LAP MSC. VOLTS MANUFACTURER MODEL MARKS FINISH Q1Y NO TYPE DES(WIPION QTY NO TYPE AESCPoPBON Q1Y / �' „ , , r ' ' "� ►/!�, �', �,/Iwll��2 ,�' r� �� ,�� aT + ►., �.t�'.%./ / ► 7 M' � �� ,I '� � //. 21 MOlN1F� 121N 120 BEtE 11 M1E12 160 -»xUt 12w 12 VDG' BATiERYV UINf C 21A2w 1MS t ae '�` O1HER�ASE NOiEi1 8Y "DECORA20AS ". A�T 1�YE A F.F. {UNLESS j µ �' Z 1 ' BRAt1S POti�CEEILNNG M01N1Mi6 NCLt1DE0 FOR. WAIL MOUNTING, USE cPINTaiMOUaT x BRACKET PROM 1 120. /r OF / / / I I ro•PrAmgr-"srltor"rer'Armr4e'rfiyr*:fitw':rfP:-4ffdr I/ - --� A/ r ►,; ,! 'A`i rii' 1'... ! �'' / 4,,,,- A ��� , .. . f:: :.: 11 r ► Ad I •� r .40 �y 1 / r .f , r.� /� ' I � � .'�'` / 7 ; , • t " '` ►,, ' '; :. 1 � : ; '. r 7 F „f h:.h. l rs l� '►. �hl 11. ],1�• rie "0 - rrArorffr " , �4,. j�1 7 '�� 1 �.1� r r , rd'1 t � I. it F 7 • / / / / � � / r14:61E1V �( Y '� .'� 186 rr 120 /� ..�� /��� REGREW Af ' '� - 12- 36- 2LR4M- 12w-lt i��l :111 7, 7 n ►1� I�H T, 1 ��.]1� � � ''i � 3r sNaE RECEPTACLE 2AA -120V M1TH L�ou�>ED GRgND IRlBBEL iF -5251 N Tab SERFS FLOOR BOx FOR CASH REpS1Qt RUN A SEPARATE TN� MNRE 1 IV ECT ICAL U LYj WL. 1iffL1 PROM aECTRICAL AND MIING a g A.F.F. OF SUI81MOOFER IS N FEA URE) 12d/ 17 vAC 38 STIF MNmED THEY CAT 2x186 PAR 35 FRONT MOUNT HEADS �e a tEtfFFl01 OUTLET 16 RUSSOUD VOLUME COMMIE, - %ACTX-ID. N . ill' OM t +}� �.y,� �yy� �.M1 �l{OI� 1/\EGVfgT7 RECESS KR�N MNNT ,y. 120 �•�►�� BEGITEW gyp ����p �� �p 012 -.7A-M 1-0-CR W! fiY►1FY1. � {i11G1W YID Miff{ h. `Dr MUT LERS / MIR r vAc {� M E 1 .l0 y� /��p� �l�ry� EDI CARD RIFT AlION 60 MX SPEAKERS. 2 GUAM to COLOR BLACK N ���r p- " ` ' -��'l. i7 ' ` �, �� �r� 51 l e� Pe1 ' ��� / / I E IOT SK,'N MOUNT 9W 120 BEGHEW STX- SA- LR-U -w 120/277 VAC SOF POtIE O 6w1E s �0 C7 RD iMIE CONTROLS MERE r A.F.F. ;;;: 5r s PAM SMNM14, /AR 45 / 12E2 IN SMIKROCM 1 FLUO�IT (� ) z1W 341.0Ni + (2x) r.' t ,110. H MN ATURE D/ REGROW BALLAST NC WEAR 1U EgJARD OVER `"'� 120 CONNIE CFl VERTICAL. PORTABLE FT ICK 2x ALD91� -LP841 SOW SEMI WALL DISPLAY MN (2) vER't p& PORTABLE U6Hm. EACH FIXTURE IS SUPRED 611N A MATE PLUM -N B'-d1. CORD. GENERAL OOHiRACiOR TO SUPPLY NID INSTALL COHVIEWZ DIN�LEX OUTLEt(S) AS PER ENGINEERS EUECTRICN- DRAMS WEE 4 w SIxxE TOGGLE SMITCII 15A 1 P 120V,'DECORA SERFS' *ME 5 r f ] dr , 1 i �+` . f OTHERS j► 26 .a.>: �` 4Z � M IG POINT OF CRKaN AT 86' AFF. (INSTALLED HORIZCNTALLi) (SUPPLE) AND INSTALLED BY F]EC1RlCAU OONiRACiOR) 1 i��� ® SQUARE DIFFUSER N AUMAUM, MODEL ASP0\31\ tli$ SEIIES SPD BY 1�AIt DMEN>SION : 24'(SAIES AREA) .12"(MIUOIMS) s I gdrArtriArAgitlATAVAidettMeAr Or O COMPACT FLUORESCENT RECESSED DOMNJGHT (1x) 32w 120 COOPER IJGHITING POB- YI42E -6 &N& 4100' K CRI +. 482 IWFIECIOR, M 0 ,�y CHMIE: BY'EDWNWS" 917 --4,, LOCATED M 5roQO ooM ENTRANCE t E.H. PRICE C/IIT O.B► DAMPER MODE1. 530/FLIA 812 r.�i':'i'►i; r'�� �`f I I I► / ' I - *,I ► #w� r I � �'�'"*'r 7 V /, I I 1� V A i►11 "�"' . }''� I 11 i }�l'I t /i' I{ j '1 71 ''� till tint � r� - 1� �/ / 'A, A %/L r _= 45' DEELECNKIN BLADES, (REFER W ENONEER.DRAAINGS) 4 -- FTUO ENT (3 10 216 3411 fL + (EA ,:' 4810N '` Flt) i ai iu11f. 6/ ELECIRd1C BALLAST MOM BULB NM CLEAR lUBE6UARD OVER 120 CANLYiE Cil ��I/t�� wtic . PORTABLE FDQINIE 30< AtD9tsMH7821 - P -LP841 DOUBLE SECROH WALL. DISMAY NTH (3) VCE. Rai. IC�Ny .�P�OpRTA�BL�E�LIpG�H�1Ii0. ���p EM fXflJ h7 .7 WW 6 H AMME PLUG -N 8'-7L CORD GEMERAI. CONTRACTOR W SUPPLY A!!4 INSTALL CONVINCE DUPLEX OUTLETS) AS PER ENIIiDER'S ELECTRICAL WINGS MIME 2 44 '15 O Q BUZZER, BY'EDWND5' S6OO; LOCATED AT 8ACKStORE ENTRANCE THE a.oc BY WAGON* #7007 -0 OR £ JWALENT 1 F(1EC1RIcAI. PAIEI. , SFE o GulEER DRA6NOS r� •: 7 r � / ' �y I,t� +" A '.�1, 1 7 � 11 1 � 11. {� �ti ��' ' 1'r •, 0 �'t' ,3] 1: 1 I ..,I]7. IS �.�.1r �, M11 / _• >r l / yr61i��'r;r Fr. A 0 I ��� . rr . ,� •7' �� 1 h �' �A/ �1hw\ �' ► feAtirrpr, :Mlle r . e ►,� /A Al ,�/ o �� 7 A ;.,�+��1�!*! r- ► , •01" j �atit � ]' _ Ai v . A / +� 1M'' , r��•, ,!�' T : ,' ,. 44k AA,Ad. / '� / 'A MI6 r� 1', NF I [.�� , ,. iii / l�r . . r .. I T I. r I 1 7. �� 3.1��J���i f 7i 'Aii• iijAte' ' �� '/ �Ii��# Ati, a • FLUO•SCENT (4x) 216 34'LOND + (4x) ,,' 481/NO. EACH 15 MINIATURE W, T BULB MOUND UND OVER LP 1� YtE VERTICAL {PORT U - PHI- P -LP841 TRIPLE SECTION WALL DISPLAY 611H (4) MEAL PORTABLE UGHi E. EACH FIXTURE IS SUPPLED 1NiT11 A MANE PUM-N B' -OIL. CORD GENERAL CONTRACTOR TO SUPPLY MD � ELECiRICAL CRAM S) AS M a SON JUNCTION BOX (SEE SIGN SPECS.) • MlN.LE LARGE SINRLE CERAMC METAL EWE (1) 39 WATT PAR 30 CM3 120 mama B21O -1I 35- 120-01 WIN MA W° PLASM MD B211 -01 CROSS BAFFLE 4 ► 0 SRS SOMA E70 ONLY. 30' FLOOD FIXTURES Hilt BAFFLE W 8E USED FOR FLOOR ONLY 5 ® JUNCTION BOX STOREFRONT SIGN - INCLUDING FLUORESCENT FCOURE - W BE HTDE MAHIIFACTIIRER 12 10 MULTIPLE LARGE r 1 • CERAMC METAL HALVE R (2) 39 M� PAR 30 120 SYSTEM AWX 82264A835-12" ' WiH RR 8211-01 CROSS BALE 4000x. O SRAM MAMA OILY. 30' ROOD FIXTURES 1MTH DAFELE W BE USED FOR FLOOR UMTS ONLY WE 15 • • 7 7 1i/�` d4rfr ' r eHIr1�r. I .�/ �I ' . . Ak±ftd9YJ2AiV4 �l�, ,040 7. ,' ► a I �`'w" y i "�'�� r'�� r + 3: I! /, �` ���/' 17 r '�A� r / ..' �� 1' ] L.w I" 71]H il. :r riAu 1117 �. /• '�/ ,ur_ _, .�.; I ������+,�'•- *+��+�r / -,g- 1(EIEPINONE WiLETFOR ALARM RJ3�iX CONNECTED W SECtND PHONE jT�I. por A r r 11�t(` I� �.��"�.r•'itrM�.r Icy li.. LI3'' I � iO� �r . .I r4910 : y ' IT t {'l' ��I .�� ;v *v ,�l�I,�� ' ,y� 1� / . �" : , ; *xi 1, y , I I �. �y(,.)1r' I Ir ,l: 1 , i I' : 71 ' 1 rl ilft2 /� ) 4141. , . ] Ir« 4V .. 1 ] 1 ; 7 �.+.-1�.,'�'�'�� - (..� :�;�" `• 1 11,• 1 f]' 7 :1 f 1:. T f: ��" '/ .. ` AAAfAiPAfA /'� �Tr 'nom 13 i z;l MPLE METAL HALVE T 9 W- 120 At1ERWX 139-T40 6.5 .E WT- 12o-kt WT FLA00 ' REFIECRIR wisE I yM 141.et 21 3D FTUJO NT F� 1x 1 5 4100 C 151441100x" 120 FOt pNT BALLAST , . X10 EMI' NM CORN TOR eC. W SUPPLY & INSTALL FLOOR OUTLET AS PER ENGINEER'S ELECTRICAL DRAMS NM 2 ea RECESS FLOOR BOX NTH DUPLDn RECEPTACLE, 20A -12ov FOR PU G N DISPLAY TABLES WH ALIAMUM FINISHED FUP LE COVER PLATE AND BOX, LEW EMCEE, CAT S1�6 -aR-A, OR APPROWD EOUN, =TRACTOR SHALL MEASURE FLOOR CAVITY TO INSURE PROPER ME 4 14 BM DOUBLE METAL;DE RECF.SSm (2) • WATT T4, GU8.5 BASE 40001C 120 AMERW= CYL9t 2- 39- T4GU8.5 ,,E., 120 -FL- a. FLOOD 2W REFIFCTOR ED FOR CENaNG BEiIEEN 9feet Nit 14teet *UE 12 3Ko1 w 31 ��F� FUJORESCENT LAY 75 41001C (14 21W 120 FORSIGIu MIIATIUE BAUAST MOURNS CUP. ma 72' LANG N NN CABtf. 'EM1 W END INTER CONNECTOR G.C. W SUPPLY & INSTALL FLOOR OUTLET AS PER S BEflBCAL. owes WILE 2 15 -, TOES FLUORESCENT �A� MOUNiEO 2x) 28W COOL TB BULB F28T8/5P41 ] 120 0 WOE 4T -$N- 132- 120E88I SPECIFY *USA* Fat 'VW CERiIE1CATKfN'. NSTAt1ED AT 12'-0` ArF.E. SUPPLY & INSTALL PROTECTION GRMIE F STOCKROOM HEIGHT IS LESS NM 10' -0?' HIGH OR WEN STOCKROOM D ON TAO LEVELS. WE 12 03 5s q S�AREA, W �!N TDO N WALL S1EM 11 10 FEET SLACK AT 80111 ENDS AND CCIE UNDER ARNCINE BASE ,e-- ImFIi.r....et,-V_-...al r rl PIL r , ,::.z / 1 1:. " ^ /F .{111► .�!Ilr,�!�rwNr�r �,w!► ' ' 41,,1 ] ! ` is ]i7 '7' 4}% / r 04 or or, �t��r Ati i : /fir . 11 �,rA .(I // 4 , . ' ' � I ', r 1 , �., �� 7 r hr 1. wni• h.1 lit./% r' . .4r 1A 0 re/A,or0 ,i/ 4 4 N ,el � ��� � •.dffitio- Al Amor rl0(74417'1, , 44. , .'1' Aar r 7. f,' "] � M �' I;, �h h /..rte � 4, :� 1.11: r :'r -1 , A ,, 1 440141 r , , Frorr � � +• 11.1' , Ad . V,!Y .A.t.. � A 11�1r 1 hl, , ^1717 I«iw ] 7 ...��.. ��r � � •�t�,�r .f/►" Y 7 :r .. 1 r� .11 f rl ( 1 ] �� I /� II I r ' � , 1; 'r7 r 1 I ' , li ' I .1 I 'Apirpr ' 11 • fl'ar.'�, -•.� '� �'� � ]I�� Y' I' , MGHT fTXi1NE OW 120 BROW Q1RL11N. VEIITIJITIpN/LtGHT FIXTURE COitMNATKN 1 dlig. Frefrar $:: r T . �,.,. ' ;�4+;4"' ., r r r /�,/ .. ' 7 � > t 1 f ,a, -- fr. . �� r 'r7 1_.,,�J..1 , I :1 I: .7 j �'1� 1t" %/ 4' RECt FJD 120 BEMU RDO -SE-� IECfSSEO GIMBAL 12p VAC, , . T'"I ' 1h f $01E1 ANY DISCREPANCIES FOR ALARM QUAN117ES OF Wi1H NSTALLATKN, DOSING. T1XXTURES, OUTLETS, ETC. DESCRIBED IN ELECTRICAL. LEGEND TO BE CHECKED ON SITE - PLEASE WEE TIE ALDO GROUP OF QIIANTUtIES NO1ED ON PLAN REFER TO SEPARATE DRAWING REVISION NC.L D1).-14$ CITY OF TU�LA JUL 052012 PERMIT CENTER ALDO R: \ALDO \.,Fitch \2012.Projects \12. 3243. SouthcenterMall .Settle.WA \12.3243.E1 A.dwg DATE EMIS /ISSUED MIL 23, 2012 ,ALDO / 5AJ0 / LL., BID 4 PERMIT JJNE 4, 2012 ISSUED FOR CONSTRUCTION JUNE 28, 2012 ISSUED FOR SI'Z'E CONDITION PRINT DATE 2012 -06 -28 2012 •06 -28 PER FIELD CONDITIONS 9 2012 -05-30 PER SAX COMMENTS 2 2012 -05•30 PER LANDLORD COMMENTS 2012•05 •24I PER ALDO COMMENTS NO. DATE REVISION THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ALDO GROUP AND ITS ASSOCIATED COMPANIES TO EXPLAIN THE LAYOUT AND SERVICES REQUIREMENTS FOR THE TRADE FIXTURES OR TO EXPLAIN COMPANY CONSTRUCTION STANDARDS. ALL DIMENSIONS SHALL BE VERIFIED ON SIZE. ALL ERRORS AND DISCREPANCIES SHALL BE REPORTED TO 1HE OWNER BEFORE PROCEEDING WITH THE WORT(. NO DIMENSIONS SHOULD BE MEASURED CN THE DRAWING. DIMENSIONS AND AREAS ON THIS DRAWING ARE FOR INFORMATION ONLY d p G e don penn ■ consulting engineer 835 Westport Parkway Suite 300 Grapevine, Texas 76051 Phone: 817- 410 -2858 Fax: 817 -251 -8411 ALDO G R O U P E 2300 EMILE - BELANGER, MONTREAL QUEBEC, CANADA, 1.14R 3J4 TEL.: (514) 747 -2536 FAX: (514) 747 -6504 PROJET /PROJECT: ALDO SOUTHCENTER INESTW I ELP SEATTLE, YAIASHIN6TON TITRE /TITLE: ELECTRICAL LEGEND PROJET NO. /PROJECT NO. 210 ECHELLE /SCALE: DESSiNE /DRAWN: PA VERIFIE /CHECKED: BH CONCEPT, ANNEE /YEAR: AAO6 PAGE: ELECTRICAL SPECIFICATIONS DIVISION 16000 I.0 SCOPE 1.1 THE COMPLETE INSTALLATION SHALL BE MADE IN STRICT ACCORDANCE WITH THE LANDLORD'S REQUIREMENTS. CONSULT LANDLORD'S DESIGN CRITERIA. 12 THE DRAWINGS AND THE SPECIFICATIONS SHALL BE CONSIDERED ADDITIONAL TO ARCHITECT AND MECHANICAL ENGINEER'S SPEGIPIGATIONS. ANY DISGREPANGY OR CONTRADICTION SHALL BE BROUGHT TO THE ATTENTION OF THE ENNINE ak. 1.3 ARCHITECTS GENERAL REQUIREMENTS ARE PART OF THIS CONTRACT. AND THEY SHALL BE APPLIED BY THE GENERAL CONTRACTOR AND SUBCONTRACTORS (E LEGTRIGAL,ETG..). 1.4 GENERAL CONTRACTOR SHALL. VISIT THE JOS SITE IN ORDER TO FAMILIARIZE HIMSELF WITH CONDITIONS THAT GAN AFFECT HIS WORK IN ANY MANNER PEASURENENTS - PARTICULAR CONDITIONS, ETC..) NO EXTRA COST DUE TO THE IGNORANCE OF LOCAL CONDITIONS WILL BE ACCEPTED BY THE TENANT. 1.5 GENERAL CONTRACTOR SHALL MAKE ALL NECESSARY CHECKING AND ADJUSTMENTS TO COMPLY WITH THE INTENT OF SPEGIFIGATIONS. I6 THE DRAWINGS SHOW THE APPROXIMATE LOCATION OF THE EQUIPMENT. EACH SUBCONTRACTOR SHALL VERIFY THESE LOCATIONS BEFORE INSTALLAT1ON. I,7 GENERAL CONTRACTOR'S TENDER SHALL INCLUDE THE COST OF ALL NECESSARY PERMITS AND GERTIFIGATES, ALL DRAWINGS APPROVAL COSTS AND ALL INSPECTION COSTS REQUIRED BY ALL AUTHORITIES HAVING JURI5DIGTION. I.8 EACH SUBCONTRACTOR SHALL COMPLETE THE WORK IN EVERY DETAIL. EVEN THOUGH NoT SHOWN ON DRAWINGS OR GALLED FOR IN THIS SPEGIFIGATION, IA THE ELECTRICAL TRADE PROVIDE ALL LABOR AND MATERIALS NECESSARY FOR A COMPLETE AND OPERATING ELECTRICAL SYSTEM AS INDICATED ON THE DRAWINGS. THE TRADE SHALL ALSO PROVIDE WHIGH 15 OBVIOUSLY NECESSARY OR REASONABLY IMPLIED TO COMPLETE THE WORK. 1.10 ALL ELECTRICAL WORK TO BE DONE IN ACCORDANCE WITH 111E NATIONAL ELECTRICAL MEG) CODE. 1.11 ALL RUBBISH'S AND GARBAGE SHALL BE REMOVED FROM THE XS SITE AT THE END OF EVERY WORKDAY. AT THE CONTRACT COMPLETION, ALL TOOLS AND EQUIPMENT SHALL BE REMOVED AND THE JOS SITE SHALL BE LEFT IN A GLEAN CONDITION.. 2.0 6UARANTEE . 2,1 EACH SUBCONTRACTOR SHALL GUARANTEE HIS WORK AND INSTALLATION REGARDING HIS CONTRACT. THE ELE C.AL GONTRAGTOR SHALL REPAIR OR REEL AGE, AT HIS O}NN EXPENSE, ALL DEFECTS AND THIS DURING, A TWELVE MONTHS PERIOD, STARTING AT THE PROVISIONAL ACCEPTANCE BY THE TENANT. AS LONG AS THE DEFECTS IS NOT DUE TO A BAD USE OR NORMAL WEAR. 3.0 TAXES 3.1 EACH SUBCONTRACTOR SHALL PAY ALL APPLICABLE TAXES, FOR LABOR AND MATERIAL INCLUDED IN HIS TENDER 4.0 TEMPORARY SERVICES 4.1 ALL TEMPORARY LIGHTING, (MIN. 200LUX WITH MH HALIDE FIXTURE) AND POWER DURING, CONSTRUCTION SHALL BE BY GENERAL. CONTRACTOR AFTER AGREEMENT WITH ELECTRICAL CONTRACTOR AND SHALL BE TAKEN FROM EXISTING PANEL DESERVING, THE SPACE, SUPPLY VOLTAGE AND AMPS AS REQUIRED. 5.0 SHOP DRAWIN65 5.1 PRIOR TO ORDERING OR INSTALLING ANY EQUIPMENT SUBMIT TO ENGINEER FOR APPROVAL A MINIMUM OF TWO (2) COPIES OF SHOP DRAWINGS FOR EACH ITEM OP EQUIPMENT IF REQUESTED BY ENSINEER. 6.0 ALTERNATE EQUIPMENT 6.1 PROPOSAL SHALL BE BASED ON SPECIFIED EQUIPMENT AND MATERIAL 6.2 PROPOSAL FOR ALTERNATE TO SPECIFICATION SHALL INCLUDE MANUFACTURER NAME, MODEL AND COST MODIFICATION. 63 COST OF ANY GHANSE REQUIRED TO .OTHER TRADES WORK DUE TO SUBSTITUTION OF ALTERNATE EQUIPMENT, SHALL EE iNGLUAED IN THE SUBCONTRACTOR'S PROPOSAL GALLING FOR THIS SUBSTITUTION. EVEN IF THESE CHANGES APPEAR AFTER THE DEMAND FOR SUBSTITUTION. 64 ALTERNATE PROPOSALS WILL BE ACCEPTED OR REJECTED BEFORE GONTRAGT5 ARE AWARDED. NO CHANGES WILL BE ALLOWED AFTER THE CONTRACT IS SIGNED. 7.0 IDENTIFICATION 7.1 ALL ELECTRICAL EQUIPMENT (SWITCHES, PANELS, CIRCUITS ETC.) MUST BE PROPERLY IDENTIFIED WITH LAMIGOID NAP PLATES SCREWED ON PANELS AND HAVE A TYPED DIRECTORY AND INDIGATE LOAD ON EACH CIRCUIT. 5.0 GROUND SA THE GROUND SHALL BE CONTINUOUS AND SHALL BE CONFORM TO NATIONAL ELECTRICAL CODE. q0 PULLING AND JUNCTION BOXES 4.1 TRADE WILL PROVIDE PULLING AND JUNCTION BOXES WITH SCREWED PLATE COLOR MATCHED FOR WALL AND CEILING FINISHES. . q.2 ALL BOXES SHALL BE ACCESSIBLE. 13 BACK TO BACK BOXES WILL NOT DE ACCEPTED. q.4 PULL BOXES SHALL BE LOCATED EVERY 100 FEET (SON) AND EVERY TWO 10 DEG. ELBOW. 1.5 ALI. SURFACE MOUNTED BOXES FOR JUNCTION, SOCKETS, SWITCHES, FIXTURES ETG...3HALL BE F.S. TYPE. 10.0 DRILLING 10.1 ELECTRICAL CONTRACTOR SHALL DRILL OR CHIP THE FLOOR WHERE REQUIRED ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL SLEEVES IN CONCRETE SLAB, WHERE REQUIRED. 10.2 NO ELECTRICAL OR PNEUMATIC HAMMER SHOULD BE USED. 10.3 EXISTING CONCRETE COLUMNS ARE NOT TO BE CHANNELED OR NOTCHED. 11.0 WIRING AND CONDUIT 111 ALL WIRING, WILL BE COPPER TYPE, No.I2 AMS MINIMUM, UNLESS OTHERWISE NOTED. 11.2 ALL SURFACE WIRING, SHALL se RW-g0 TYPE IN E.M.T. CONDUIT. ALL COUPLINGS TO SE RAIN TIGHT OR GALVANIZED SET GREW TYPE. II3 ALL WIRING AND CONDUIT, WILL BE RECESSED IN WALL OR CEILING, INCLUDING, EXISTING ARCHITECTURAL ELEMENTS. 11.4 ALL WIRING SHALL BE PARALLEL WITH ARCHITECTURAL LINES AND DESIGN. 11.5 FOR SUSPENDED GEILINS, AG-610 WIRE FOR 15 PEET (4.5m) 15 ACCEPTED. MAIN WIRING, TO BE R11-10 IN E.M.T. CONDUIT. 11. ALL EMPTY CONDUIT .SHALL INCLUDE A FULLING WIRE No,12 AWE. - MAX, 6' -O FLEXIBLE CONDUIT MAY BE USED FOR FIXTURE AND EQUIPMENT CONNECTIONS ONLY. PLASTIC CONDUIT I5 NOT ACCEPTED. 120 FIRE BARRIER 12,1 IN CASE OF GROSSING A FIRE BARRIER (FLOOR, WALL, OR CEILING) FILL 6AP WITH APPROPRIATE MATERIAL, THIS MATERIAL SHALL BE EFFICIENT BARRIER FOR FLAME, FUME AND 6AS. 13.0 EXPANSION JOINT . 13.1 EACH TIME ELECTRICAL CONDUIT PASS TROUGH AN EXPANSION JOINT OP THE BUILDING USE GALVANIZED STEEL. SLIDING, TYPE EXPANSION JOINT WITH CONTINUOUS COPPER &ROUNDING,. FLEXIBLE AT THESE LOCATIONS. 14.0 FIXTURES AND LAMPS 14.1 ELECTRICAL CONTRACTOR SHALL SUPPLY AND INSTALL ALL FIXTURES AND LAMPS AS PER MANUFACTURER SPECS. 15.0 FIELD coNDIIION5 15.1 ENGINEER GAN RELOCATE ALL EQUIPMENT (FIXTURES, OUTLETS, ETC..), AT NO COST, IF DISPLACEMENT 15 LESS THAN 10 FEET (Sm), AND WRITTEN NOTICE 15 SENT TO CONTRACTOR PRIOR TO INSTALLATION. 15.2 CONFER WITH ALL. OTHER TRADES AND ARRANGE EQUIPMENT IN PROPER RELATION WITH OTHER APPARATUS, DUCTS, PIPES, ETC. AND WITH BUILDING, CONSTRUCTION AND ARCHITECTURAL FINISHES. 16.0 EXISTING CONDITIONS 16.1 ELECTRICAL CONTRACTOR SHALL WORK AFFECTING OTHER TENANT SHALL BE DONE OFF BUSINESS HOURS (NIGHT OR NoK -END). COORDINATE WITH THE LANDLORD. 16.2 ELECTRICAL CONTRACTOR SHALL REMOVE AND DISPOSE ANY UNUSED MATERIAL. 16.5 ANY NON REUSED MATERIAL SHALL BE 61VEN BACK IN GOOD CONDITION TO LANDLORD 16.4 ANY DAMAGED WALL, FLOOR CEILING, FINISHES SHALL BE REPAIRED BY GENERAL CONTRACTOR THOSE REPAIRS SHALL MATCH EXISTIN& FINISHES. CIO COMMUNICATIONS 11.1 TENANT 15 IN CHARGE FOR ANY COMMUNICATIONS SYSTEMS. 11.2 ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL, IF REQUIRED, TELEPHONE TERMINAL BOARD, 245C4" PLYWOOD 5/4" THICK, AND CONDUIT AS INDICATED ON DRAWINGS. 11.3 ALL WIRING, INCLUDING INSTALLATION AND CONNECTION TO EQUIPMENT SHALL BE PERFORMED BY A SPECIALIZED CONTRACTOR, IN CHARGE OF THE TENANT. 18.0 FIRE ALARMS 18.1 EXISTING FIRE ALARM TO BE KEPT. ELEGTRIGAL CONTRACTOR TO RELOCATE, IF REQUIRED ANY EQUIPMENT AT NO COST. 16.2 ALL REQUIRED WORK RELATED TO LIFE SAFETY SYSTEMS SHALL BE DONE AT NO EXTRA COST. RETAIN THE SYSTEM MANUFACTURER'S FORCES TO PERFORM FINAL CONNECTIONS, MODIFICATIONS AND PROVISION OF NEW INTERFACING DEVICES IN THE SYSTEM PANELS, ETC. IS.3 ENSURE FULL COMPATIBILITY OF ALL NEW DEVICES WITH EXISTING LIFE SAFETY SYSTEMS. 184 ELECTRICAL CONTRACTOR SHALL HAVE SYSTEM MANUFACTURER TEST AND CERTIFY LIFE SAFETY SYSTEMS FOR PROPER OPERATION AT GOMPL.E?ION OF WORK. KO COLOR CODE 20.0 SPECIAL NOTES 20.1 THE ELECTRICAL CONTRACTOR SHALL SUPPLY AND INSTALL THE FOLLOWINGS ITEMS: a) TELECOM GABLES BETWEEN MASTER GASH REGISTER AND OTHER GASHES, AND TO THE TELEPHONE TERMINAL SUPPLY AND INSTALL A SYSTEM OF 5/4" DIAM. (20mm) CONDUIT FOR THESE GABLES. b) LEAVE 5 MET (45m) LOOPS OF GABLE AT EACH GASH RE6ISTER AND TELEPHONE TERMINAL. THE FINAL CONNECTION OF THE GABLES TO THE GASHES, WILL BE BY THE GASH REGISTER SUPPLIER ELECTRICAL CONTRACTOR SHALL COORDINATE THE EXACT TYPE OF GABLES, THE EXACT LOCATION, ETG...IIITH THE REPRESENTATIVE OF THE TENANT. 20.2 ON ALL OUTLET'S LOCATED IN ISLAND COUNTERS, ETC..., ELECTRICAL TRADE SHALL ATTACH ALL CONDUITS TO T E FLOOR WITH APPROPRIATE CONNECTORS. FOR EXISTING CONCRETE SLABS, NO GORE DRILLING OR TRENCHING, OF EXISTING STRUCTURE 15 ALLOWED, OBTAIN WRITTEN APPROVAL PROM THE LANDLORD PRIOR TO COMMENCE WORK. 203 RECEPTACLES, OUTLETS, ETC..., LOCATED AT THE GASH COUNTERS SHALL BE INSTALLED IN COMMON BOXES. USE 2 6ANS, 5 SANS OR 4 GANG, ETC..., BOXES G/W SEPARATIONS AS PER GODS, AS REQUIRED. BOXES SUPPLIED, INSTALLED ATV CONNECTED BY THE ELEGTRICAL CONTRACTOR 21.0 DEMOLITION . 21.1 REMOVE AND TRANSPORT OUT OF THE CONSTRUCTION SITE ALL EQUIPMENT MADE OBSOLETE CONSECUTIVE TO THE WORK, INCLUDING WIRING, CONDUITS, BOXES, OUTLETS, SWITCHES, LIGHTING FIXTURES, DISTRIBUTION EQUIPMENT, SUPERVISORY AND COMMUNICATION EQUIPMENT. ALL ACCESSORIES BEING PART OF THE ELEGTRIGAL INSTALLATION. 21.2 REMOVE THE WIRING AND THE CONDUIT UP TO THE LAST PANEL OR BOX KEPT IN THE NETWORK. 21.5 PUT BACK IN SERVICE ALL FEEDERS, CONTROL OR COMMUNICATION GABLES WHEN TIE CONTINUITY OF THOSE SERVICES 15 INTERRUPTED BY THE WORK. 2W SPECIFICATIONS 22.1 DISCONNECT AS PER CUTLER- HAMMER MODEL 120/206V 211/400V PHASE A RED REP WITH STRIPE PHASE B BLACK BLACK WITH STRIPE PHASE C BLUE SLUE WITH STRIPE NEUTRAL WHITE WHITE WITH STRIPE GROUND GREEN GREEN WITH STRIPE 20.0 SPECIAL NOTES 20.1 THE ELECTRICAL CONTRACTOR SHALL SUPPLY AND INSTALL THE FOLLOWINGS ITEMS: a) TELECOM GABLES BETWEEN MASTER GASH REGISTER AND OTHER GASHES, AND TO THE TELEPHONE TERMINAL SUPPLY AND INSTALL A SYSTEM OF 5/4" DIAM. (20mm) CONDUIT FOR THESE GABLES. b) LEAVE 5 MET (45m) LOOPS OF GABLE AT EACH GASH RE6ISTER AND TELEPHONE TERMINAL. THE FINAL CONNECTION OF THE GABLES TO THE GASHES, WILL BE BY THE GASH REGISTER SUPPLIER ELECTRICAL CONTRACTOR SHALL COORDINATE THE EXACT TYPE OF GABLES, THE EXACT LOCATION, ETG...IIITH THE REPRESENTATIVE OF THE TENANT. 20.2 ON ALL OUTLET'S LOCATED IN ISLAND COUNTERS, ETC..., ELECTRICAL TRADE SHALL ATTACH ALL CONDUITS TO T E FLOOR WITH APPROPRIATE CONNECTORS. FOR EXISTING CONCRETE SLABS, NO GORE DRILLING OR TRENCHING, OF EXISTING STRUCTURE 15 ALLOWED, OBTAIN WRITTEN APPROVAL PROM THE LANDLORD PRIOR TO COMMENCE WORK. 203 RECEPTACLES, OUTLETS, ETC..., LOCATED AT THE GASH COUNTERS SHALL BE INSTALLED IN COMMON BOXES. USE 2 6ANS, 5 SANS OR 4 GANG, ETC..., BOXES G/W SEPARATIONS AS PER GODS, AS REQUIRED. BOXES SUPPLIED, INSTALLED ATV CONNECTED BY THE ELEGTRICAL CONTRACTOR 21.0 DEMOLITION . 21.1 REMOVE AND TRANSPORT OUT OF THE CONSTRUCTION SITE ALL EQUIPMENT MADE OBSOLETE CONSECUTIVE TO THE WORK, INCLUDING WIRING, CONDUITS, BOXES, OUTLETS, SWITCHES, LIGHTING FIXTURES, DISTRIBUTION EQUIPMENT, SUPERVISORY AND COMMUNICATION EQUIPMENT. ALL ACCESSORIES BEING PART OF THE ELEGTRIGAL INSTALLATION. 21.2 REMOVE THE WIRING AND THE CONDUIT UP TO THE LAST PANEL OR BOX KEPT IN THE NETWORK. 21.5 PUT BACK IN SERVICE ALL FEEDERS, CONTROL OR COMMUNICATION GABLES WHEN TIE CONTINUITY OF THOSE SERVICES 15 INTERRUPTED BY THE WORK. 2W SPECIFICATIONS 22.1 DISCONNECT AS PER CUTLER- HAMMER MODEL FUSE INSTALLATION HD WITH INTERIOR HID WITHOUT INTERIOR RD WITH EXTERIOR RD WITHOUT EXTERIOR 22.2 FUSES AS PER 6OULD GAGE MODEL SPARE QTY. 0-600A lo% (MINIMUM 6) 22.3 SPLUTTER BOXES AND TROD HS, AS PER BEL, 14 6A STEEL WITH HINGED DOVER CLOSED WITH SCREWS, TINNED COPPER BUS BARS, COMPLETE WITH SOLDERLESS TERMINALS. BARS SUPPORTED BY ISOLATORS. 22.4 TRANSFORMERS AS PER DELTA, DT (TRIPLE PHRASE). 22.5 PANES Glut DOORS AND LOCKS, AS PER CUTLER- HAMMER U5AME VOLTAGE MODEL LIGHTING 120/205V SPH PRL -1 BREAKERS WITH 101200 A SYMMETRIGAL INTERRUPTING CAPACITY, UNLESS OTHERWISE NOTED. 22.6 OUTLETS AS PER LEVITON, MODEL NO. 5262, COLOR BY ARCHITECT. 22.1 SNITCH TYPE MO1 L UNIPOLAR 5401/001 BIPOLAR 54502/001 THREE WAY 54503/001 POW WAY 54504/001 TI 0 -2 HR OVERRIDE SWITCH TCI 24 HRr1 DAY ASTRONOMICAL TIME CLOCK 'LITI -IONIA SPAK -8S' 4 -1 STOREFRONT SIGN A -13 STOREFRONT LIGHTING CONTACTOR CONTROL SWITCH 'F' DISPLAY LIGHTING CASHWRAP LIGHTING p- PIXTURE LIGHTING ARMOIRE LIGHTING x x x x x NORMALLY OPEN (MECHANICALLY HELD) LIGHTING CONTACTORS IN APPROVED ENCLOSURE 20A MINIMUM RATED CONTACTS. SQUARE D SERIES 8503 HEAVY DUTY CONTACTORS OR EQUAL. 500 CONTROL SWITCH 'a' 50`ro CONTROL SWITCH TC c %b 50% CONTROL SWITCH 'c' SO% CONTROL SWITCH 'd' LIGHTING CONTROL NOT TO SCALE A -15 STOCK LIGHTING A -15 STOCK LIGHTING A 5 SALES LIGHTING A 5 SALES LIGHTING NOTE: 1. EMERGENCY, EXIT, AND NIGHT LIGHTING 514ALL NOT RUN THRU BUILDING SHUTOFF. 2. IMPORTANT: ALL. LIGHT FIXTURES NOT ON TIMECLOCK OR OCCUPANCY SENSOR SHALL BE CONTROLLED BY LIGHTING CONTACTOR'S). Tc C SHALL PROVIDE ADDITIONAL CONTACTORS A5 REQUIRE. RELOCATED PANEL A SERVICE: BUS RATING: 120/208 VOLTAGE .3 PHASE 4 WIRE 150A MCB MOUNTING: SURFACE NEMA 1 125 REM CKT DESCRIPTION WATTS WIRE BKR A 8 C BKR WIRE WATTS DESCRIPTION CKT REM 2,..., ,. 1...-.., 51. r, N....,..,...,.,..... ..,..,,,,.:...,..,.:..,:..,.,., .. ,.: 1200 .,- ...,.....12 ...,9120.. ''`3000` z ' "3936• "• 208 1/20 12 500 SUBWOOFER 2 - 2 3 BLADE SIGN 1200 12 1/20 '• TOTALS `; 21,685 , 1/20 - - SPARE 4 - ...- . ^..,,..,..,.5...:.. ,. SALE• CIGIitiNG ......,........_._.......... • -• 1'60b.......i2._... -..I'2 1/20 12 1200 SNOW WIN. RECEPTACLE 6 2 3 7 DISPLAY LIGHTING 1135 12 1/20 : al 1/20 12 100 BUZZER 8 -- 3 9 CASHWRAP LIGHTING 600 12 1/20 1/20 12 720 RECEPTACLES 10 - 6 11 EXIT /EMERGENCY LIGHTING . 100 12 1/20 x° ��;E "r 1/20 - - SPARE 12 - 2 13 STORE FRONT LIGHTING 720 12 1/20 1120 12 540 COMMUNICATION 14 - - 15 STOCK ROOM LIGHTING 1000 12 1/20 N ' ; 1/20 12 500 CASHWRAP P.O.S. 16 6 - 17 SPARE - - 1/20 ,fit 1/20 12 500 . CASHWRAP P.O.S. 18 6 -- 19 NIGHT LIGHTS • 235 12 1/20 t,`, 1/20 12 1080 CASHWRAP RECEPTACLES 20 - 3 21 FIXTURE LIGHTING 115 12 1/20 'l 1/20 12 360 RECEPTACLES 22 -- - 23 SPARE - - 1/20 a 1/20 12 1200 SHOW WIN. RECEPTACLE 24 2 - 25 SPARE - - 1/20 to 1/20 12 360 .PRINTER 26 - 3 27 ARMOIRE LIGHTING 1470 12 1/201 1/20 12 250 TIMECLOCK 28 - - 29 WATER HEATER 1500 12 1/20 _- ..,......_.,..- ..,00 ._..,.....IN ,...,,,_..,......,.., .30.....- .,.,,- ..,... - 31 SPARE - - 1/20 %;^ 1/20 12 5 DRINKING' FO....,UNTA--. 32 - - 33 SPARE - - 1120 'i�'v# 1f20... _ _ •' SPAS' tE_,..,,..:,,...:....,....,.., ...,......,.. ......... ....�.,,. - 35 SPARE - - 1/20 ( 1/20 - - SPARE 36 - - 37 SPARE - - - - 1/20 1/20 M1{ ° L;�, 3/20 12 1000 FP -1 WITH INTEGRAL 3 KW 38 - - 39 SPARE 1000 40 - 41 SPARE - - 1/20 iiti 1000 42 REMARKS: TOTAL PHASE 'A' = i 7370 , 1 - PROVIDE GFCI BREAKER TOTAL PHASE'S = ( 7215 2 - CIRCUIT VIA TIME CLOCK TOTAL PHASE 'C' = 7100 3 - CIRCUIT VIA CONTACTOR TOTAL LOAD ALL PHASES = ', 21,685 ,. 4- PROVIDE BREAKER AND FUSES PER EQUIPMENT MANUFACTURERS RECOMMENDATION TOTAL AMPS = 61 5 - PROVIDE H.A.C.R. (HEATING, AIR CONDITIONING AND REFRIGERATION) BREAKER •..........�.,. 6 - PROVIDE A LOCK -ON BREAKER (1, �, NOTE: 1. T.G.C. SHALL PROVIDE NEW BREAKERS, FEEDERS AND CONDUIT AS REQUIRED FOR NEW ELECTRICAL. DEVICES. 2. T.G.C. TO BALANCE ALL PHASES TO WITHIN 10 %. SUBMIT REPORT TO DAVID STELLER. 3. BOLT ON BREAKERS REQUIRED ELECTRICAL LOAD SUMMARY LOAD TYPE CONNECTED VA FACTOR DEMAND VA VOLTAGE PH LIGHTING 6975 1.25 8719 120 1 RECEPTACLES 5060 1.00 5060 120 1 SHOW WIN. RECEPTACLES ,,..,24,09 `r 2400 k 1.25 1.25 - ...,30. 0, ; 3000 ; • 120 120 1 1 SIGN LIGHTING MECHANICAL ''`3000` +25% OF MOTOR ' "3936• "• 208 3 WATER HEATER A 1500 1.25 1875 120 MISCELLANEOUS „/.1,,..,351!., 1.00 .?50..• *,..., 120._.... , ... ,...�. . TOTALS `; 21,685 , t, 25,942 25.9 KW = 31.2 AMPS AT 277/480V 3 P11 ) • NOTES BY SYMBOL O PROVIDE AND INSTALL 24 HR, 1 DAY TItWLOGK FOR SHOW WINDOW AND SI6NASE. PROVIDE NEW IF REQUIRED. REFER TO DETAIL 10N THIS SHEET FOR FURTHER INFORMATION. ® PROVIDE AND INSTALL GONTAGTOR(5) AS REQUIRED TO ACCOMMODATE LIGHTING, CIRCUITS. REFER TO PANEL SCHEDULE ABOVE FOR NUMBER OF CONTROLLED CIRCUITS AND DETAIL. 1014 THIS SHEET. ® EXISTING, (4) *1 TWIN GU (1) *6 GROUND IN EXISTING 2" CONDUIT. ® PROVIDE AND INSTALL (5)114THAN GU (1) #8 GROUND IN 3/4" CONDUIT. 0 PROVIDE AND INSTALL (4) *1 /0 THAN CU (I) *6 GROUND 114 H /2" CONDUIT. @ PHONE BOARD ® RELOCATED IOOAS/3P /60AF DISCONNECT. FEEDER NOTES CONTRACTOR TO VERIFY EXISTING, FEEDERS ARE OF SUFFICIENT LENGTH TO BE PULLED BACK TO NEW PANEL LOCATION AND REUSED. PROVIDE AND INSTALL (4) MI THAN CU, (1) #6 GROUND 114 I -1/2" CONDUIT IF REQUIRED. uJ N GWILIN6 LINE EXISTING 100 AMP• --' CIRCUIT BREAKER IN LANDLORD ELECTRICAL ROOM TO REMAIN LANDLORD TENANT I.211/480 VOLT 4 WIRE EXISTING ELECTRICAL SERVICE 2. TENANT'S GENERAL CONTRACTOR SHALL PROVIDE ANP INSTALL ALL COPPER CONDUCTORS WHEN NEW I5 REQUIRED 3. VERIFY ALL EXISTING CONDITIONS IN FIELD. ALL UPGRADES REQUIRED BY CODES, LANDLORD OR TENANT SHALL BE BY TENANT AT TENANTS EXPENSE. REVISION RELOCATED 45 KVA RELOCATED PANEL 'A' -10 MG, GROUND PER NEC 1 FINISH PLOOR ELECTRICAL TO BE RELOCATED BY LANDLORD. 60 SHALL FIELD ;' VERIFY ELECTRICAL AND CONSULT WITH ARCHITECT PRIOR TO CONSTRUCTION it �SP 4Aq 447/411410 RECtivtu CITY OF TUKWLA JUL 0 5 2012 PERMIT CENTER R: \ ALDO \JItch\ 2012. Projects \12.3243.SouthcenterMail. Settle. WA \12.3243.E2.dwg ALDO DATE EMIS /ISSUED PRIL 23, 2012 ALDO / SAJO / L.L., BID 4 PERMIT JUNE 4, 2012 ISSUED FOR CONSTRUCTION JUNE 28, 2012 ISSUED FOR SITE CONDITION PRINT DATE 2012 -06 -28 2012 -06 -28 PER FIELD CONDITIONS 3 2012 -05-50 PER SAJO COMMENTS 2012 -05-30 PER LANDLORD COMMENTS 2012 -05 -2a PER ALDO COMMENTS NO. DATE REVISION THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ALDO GROUP AND ITS ASSOCIA1ED COMPANIES TO EXPLAIN THE LAYOUT AND MINCES REQUIREMENTS FOR THE TRADE FIXTURES OR TO EXPLAIN COMPANY CONSTRUCTION STANDARDS. ALL DIMENSIONS SHALL BE VERIFIED ON .SITE AU. ERRORS AND DISCREPANCIES SHALL BE REPORTED TO THE OWNER BEFORE PROCEEDING IM1H THE WORK. NO DIMENSIONS SHOULD BE MEASURED ON THE DRAWING. DIMENSIONS AND AREAS ON THIS DRAWING ARE FOR INFORMATION ONLY d p c e don penn ■ consulting engineer 635 Westport Parkway Suite 300 Grapevine, Texas 76051 Phone: 817- 410 -2858 Fax: 817- 251 -8411 ALSO G R O U P E 2300 EMILE- BELANGER, MONTREAL QUEBEC, CANADA, H4R 3J4 TEL.: (514) 747 -2536 FAX: (514) 747 -6504 PROJET /PROJECT: ALDO SOUTHGENThR !NESTF I EL.1 SEATTLE, VNASH I NNTON TITRE /TITLE: ELECTRICAL PANELS/NOTES PROJET NO. /PROJECT NO. 2I61 DESSINE /DRAWN: nA ECHELLE /SCALE: VERIFIE /CHECKED: BH CONCEPT, ANNEE /YEAR: AAO6 PAGE: E -2 ALDO GROUP - USA STORE CONFIGURATION ELECTRICIAN TO INSTALL 1 1/4 "0 CONDUIT FOR CASH COUNTER, DMA AND TELEPHONE AND TO PASS lx CATEGORY 5E CABLE LOOPED W/ 6'--0" OF LOOSE CABLE 0 BOTH ENDS ELECTRICIAN TO INSTALL 1/2 1'0 CONDUIT FOR TELEPHONE LINE AND TO PASS 3x CATEGORY 5E CABLE LOOPED W/ 6' -0" OF LOOSE CABLE 0 BOTH ENDS TRAFFIC COUNTER NOTE ALDO ELECTRICAL CONTRACTOR TO SUPPLY AND INSTALL CAT -5 SHIELDED, TWISTED PAIR. PROVIDE 20 Feet OF EXTRA LENGTH AT STOREFRONT AND 10 Feet OF EXTRA LENTGH AT THE CASH AREA & ELECTRICAL PANEL. CABLE TO BE IDENTIFIED BY A RED TAPE AT BOTH ENDS. FIRST APPOINTMENT FLEX CONDUIT FOR CONVENIENCE DUPLEX OUTLETS MG FOR JJNGTION BOXES BACK STONE - TELECOM PANEL (ON FIX112OD NEAR ELECTRICAL PANB) ELECTRICIAN TO INSTALL 2x 1/2 "0 CONDUIT FOR "FIND" SYSTEM 1- TOWARD SAFE 1— TOWARD SALES AREA ELECTRICIAN TO INSTALL 1/2 "0 CONDUIT FOR THE SHIP STATION W/ 1x CAT5 CABLE LOOPED W/ 6' -0' OF LOOSE CABLE 0 BOTH ENDS PRIL 23, 2012 JUNE 4, 2012 EMIS /ISSUED ALDO 1 SAJO 1 L.L., SIP 4 PERMIT ISSUED FOR CONSTRUCTION DRY DEL JUNE 23, 2012 ISSUED FOR SITE CONDITION DATA JACK I 4 2 DATA JACK 344 DATA JACK 546 1x DUPLEX 20(AMP) FOR "FIND" MELAMINE SHELF TO BE ELIMINATED & REPLACED WITH SAFE OTHER EXISTING, TO BE RELOCATED OR NEW ELECTRICIAN TO SUPPLY & INSTALL 1/2 "0 CONDUIT FOR TRAFFIC COUNTER FROM CASH UNIT TO STOREFRONT ACCESS PANEL AND PASS 1x CATS WIRE — SEE. NOTE —� SACK STORE - MPS PLAYER CONDUIT FOR CASH COUNTER ELECTRICAL ELECTRICIAN TO PASS 4x CAT5 CABLES FROM BACK TO SALES AREA. 1— FOR EACH "FIND" IN SALES AREA COIL 10 Feet EXTRA LENGTH 0 BOTH ENDS 2x 4'-O' VERTICAL I.ISHTIN6 ON ONE (1) ELECTRONIC BALLAST TA IUl N DATA JACK 4 TELEFHOte BASE STATION ONE W JJNGTION BOX ONLY. MOTION VOX TO BE LAID ON FLOOR„ INSIDE or SECTIONS PLATFORM PROVIDE OPENING IN BASE FOR MIRE PASSAGE (PROM -1 STORE AREA - COWER ADDMONAL JACK FOR ALDO OWLET ONLY AT BAGKBAR PRINT DATE 2012 -06 -28 DATA JACK 4 FOR "FIND" ELECTRICIAN TO PASS 4x CATS CABLES FROM BACK TO SAFE LOCATION TO BE CONFIRMED BY PROJECT LEADER o VERTICAL FIXTURE COMMENCE LIMN OUTLET, PEW FROM 41t4714014 BOX IN PLATFORM (iYPICALJ LEGEND NOTE : PROJECT LEADER TO VERIFY & CONFIRM THE AMOUNT OF CAT5 TO BE PULLED FOR "FIND" O JUNCTION BOX, IN CEILING, DEAR DIFFUSER C)17ETAIL, SECTIONS JUNCTION BOX, INSTALLED IN51DE OF ARMOIRES BASE BEFORE PLATFORM 15 61.05 ED 2 -6 COMMUNICATIONS DETAIL NOT TO SCALE FEED SHOULD COME OUT FROM MALL AT +2' FROM FINISHED FLOOR. FIB MILL FOYER JUNCTION BQX IN THE ARMOIRE i ',- MASTE R REGISTER RESISTER LINES AND JACKS TO BE INSTALLED BY lit LOCAL 1 2 TE.EPHE O COMPANY 2 VOWS AFTER CONSTRUCTION BEGINS S CATS CABLE FOR PHONE AND DATA ELECTRICIAN MILL PASS PURE). RESISTER 9 SHADED JACKS TO BE INSTALLED BY TELECOM COMPANY 2-5 PAYS BEFORE HIANDOVtR. PATCH CORDS FOR VOICE AND DATA TO BE INSTALLED SY IBM TECHNICIAN (5 DATA PER INSTALLATION AND 2 EXTRA DATA PER PG). SHELF FOR D51. MODEM AND ROUTER TO BE INSTALLED 2 YEWS BEFORE HAINDOVER. 2012 -06 -28 2012 -O5-3O 2012 -05-50 2012 -05 -24 PER FIELD CONDITIONS PER SAJO COMMENTS PER LANDLORD COMMENTS PER ALDO COMMENTS tons To ELEGTO IANt A ILEGIRIGN. olmrr *M. BE IWANJZO MOVE OLIN M 0.16100R L R LOCA1t0l " NO. DATE REVISION ATTWED TO IMMURE MOJE * 90 POUNDS t(4 OALVAMID 51151. GABLE (4) MU OUP tO EMT PITH rimer 1115 DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ALDO GROUP AND ITS ASSOCIATED COMPANIES TO EXPLNN THE LAYOUT AND SERVICES REQUIREMENTS FOR 1HE TRADE FIXTURES OR TO EXPLAIN COMPANY CONSTRUCTION STANDARDS. AU. DIMENSIONS SHALL BE VERIFIED ON SITE. ALL ERRORS AND DISCREPANCIES SHALL BE REPORTED TO 1HE OWNER BEFORE PROCEEDING Y.11H THE WORK. NO DIMENSIONS SHOULD BE MEASURED ON 1HE DRAWING. DIMENSIONS AND AREAS ON 1HIS DRAWING ARE FOR INFORMATION ONLY I0 • MACE HIM • $IEEE ELEGtRJCAL PL ROMEO ROW GASH CUTLETS MOWED ON SIDE OF UNIT, WIPE SCHEMATIC, WIRING FOR ARMOIRES / SECTIONS liti--(4) NIT (4) MINER D 20 WITTY I-V4' PAM CONCUR IN FLOOR FOR 16240WUNIOATION RIPPLY 3/4" DIAS CCWPVIT FCR SCALE: N.T.S. (4) IVIE4ER et-----(4) 1T 4'x4'xr 1 1 FLOOR 0OX L��WSGA� OOFER SUSPENSION DETA fl. �o NOV 10 EE UBTM.I.E0 APPROXIMATELY V ABOVE WPM MS* AR MUM MLL CORRAL SPEAKER WIRING DIAGRAM - ALDO d p Ell635 Westport Parkway Suite 300 Grapevine, Texas 76051 Phone: 817- 410 -2858 don penn • consulting engineer Fax: 817 -251 -8411 CASH SECTION (LOCATION OF OUTLETS) SCALE' I/2" • 1111 REVISION NO:L b(.).. -148 ALDO G R O U P E 2300 EMILE - BELANGER, MONTREAL QUEBEC, CANADA, H4R 3J4 TEL.: (514) 747 -2536 FAX: (514) 747 -6504 PROJET /PROJECT: awe 4110101eat Y.Y. 11101101100X10 NE my O011�lLNI OP Ni1 GOWENIENGE DUPLEX OUTLET ALDO SOUTHGENTER WESTF I ELD SEATTLE, WASHINGTON TITRE /TITLE: w �M9 ($ TML - ARMS WALL UNIT SECTION YORI CAMPORe N Ml AMDRWMUIRIANa4 stwourt RECElvtu CITY OF TUKWII A JUL 0'2012 PERMIT CENTEF ELECTRICAL DETAILS ECHELLE /SCALE: DESSINE /DRAWN: DA VERIFIE /CHECKED: $H R: \ALDO\_ Fitch\ 2012. Projects\ 12.3243.SouthcenterMall.Settle. WA \12.3243.E3.dwg CONCEPT, ANNEE /YEAR: AAO6 PAGE: E -5 ! . 1 Sr . i' I H 3 i ; if I '' I k 1 . s 3 ABOVE TOILET CEILING BELOW TOILET CEILING ' 3 13, .3+ •33' 0 N 11 t --EXISTING 41/2"0 SPRINKLER MAIN AT 1V-S" AfF TO REMAIN —EXISTING 4-1/2°0 SPRINKLER MAIN AT 14-2' AFF TO REMAIN $33••,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, ,,,,,t3 11 so III 1.3 ......, N , I 1,1 if 13, : tI, I 1 i i I • IN, r'• 4", (4`.. , 11 • ON 11 • i 3 i 3 33 ..''.). I i i 33' ; 3 i 4 ; �N �N rii• os ON N 1 . . , . , . •• 3 ! ' 3 1 413 , 3 i 3---* • „ i i ; s , H • :,'`f1”; 1.J1 11' :,.., 4.3.3 3-4 jil ; 1 .4.444,4;...• • R to 0 • .31 •-•••••••3.. 0 • 1 ID .1:121:111.11. 3,1 3 FIRE ALARM SYSTEM LEGEND' PULL STATION AT 45 AFF STRODE (AupioNisuAL) STROBE 6,-1 DUCT SMOKE DETECTORS REFER TO MI FOR LOCATION C) SMOKE DETECTOR CONNECT TO LANDLORD'S SUPERVISED FIRE ALARM SYSTEM. NOTE: ALL DEVICES SHALL t3E COMPATIBLE WITH AND MAINTAIN THE UL LISTING EXISTING LANDLORD FA SYSTEM. 6.C. SHALL FIELD VERIFY EXACT REQUIREMENTS FOR FIRE ALARM SYSTEM PRIOR TO BID. COORDINATE WITH LANDLORD AND LOCAL FIRE MARSHALL. SUPPLY AND INSTALL. ALL NECESSARY EQUIPMENT. (AUD1ONISUAL ALARMS, SMOKE DETECTORS, ETC) AS REQUIRED. et, (6) . 4 s I • ; . , C ;I ; 14 ,.: il ' • . . t • 1 r' .i .... ki ' /4 4 ,. . „,, El 0 • .:*4).71 0 El 1 0 El • • • • • • NL 0 fio El '11;,;si •11.11 0 c-* 111 41\ I f t .1 I 3 3, \•31' • 14 ” " ".3R . 44, . 43 (113.. ' It • (r4):"}, 3 • g's t• FIRE PROTECTION PLAN SCALE: 1 /4" = 1 '-0" FIRE PROTECTION SYMBOLS LEGEND OE EXISTING SEMI-RECESSED TYPE �R RELOCATED SEMI-RECESSED TYPE 0N NEIN SEMI-RECESSED TYPE OE EXISTING CONCEALED TYPE 0 R RELOCATED CONCEALED TYPE �N NEVI CONCEALED TYPE SPRINKLER BRIGHT WHITE GENERAL NOTES I. ALL SPRINKLER AND ROOF MODIFICATIONS MT BE PERFORMED BY Tit LANDLORD CONTRACTOR AT THE TENANTS EXPENSE. 2. FINAL CONNECTION OF TENANT LIFE SAFETY SYSTEMS TO BUILDING SYSTEMS SHALL BE BY THE LANDLORD CONTRACTOR AT THE TENANTS EXPENSE. 3. ALL WORK NOT DETAILED ON THESE PLANS MUST CONFORM TO THE TENANT DESIGN HANDBOOK AND ALL OTHER LANDLORD REQUIREMENTS. 4. EXISTING SPRINKLER SYSTEM SHALL BE MODIFIED AS REQUIRED TO SERVE THE N5•4 LAYOUT 51401114 ON THE DRAINING. SPRINKLER CONTRACTOR SHALL NOTIFY THE MALL MANAGER 12 HOURS BEFORE SPRINKLER SHUTDOWN 15 REQUIRED AND SALL PAY ALL MALL CHARGES FOR SPRINKLER SHUTDOWN. FIRE SPRINKLER SYSTEM DESIGN I. FIRE SPRINKLER SYSTEM DESIGN PER NPPA. 15. 2. THE ABOVE DESIGN REFERENCES ARE GIVEN TO ESTABLISH A BASIC FIRE SPRINKLER DESIGN, HOWEVER EACH INDIVIDUAL STORE LOCATION WILL BE GOVERNED BY LOCAL CODE REQUIREMENTS THAT MAY REQUIRE A LESS OF GREATER DeNsny. ME T.6.0, IS RESPONSIBLE TO VERIFY THAT THE FIRE SPRINKLER CONTRACTOR HAS RECEIVED AND 15 ADHERING TO THE pea PARAMETERS AS SET FORTH BY LOCAL CODE. 5, AT THE TIME OF BIDDING THE TAO. SHALL PROVIDE THE DESIGN DENSITIES IN THEIR 4. FIRE SPRINKLER TEST AND DRAIN TO BE LOCATED AT REAR OF BALDING. 5. SPRINKLER HEADS SHOULD ALIEN WITH THE LIGHTING A5 SHOWN WHENEVER POSSIBLE. NOTES BY SYMBOL C> EXISTING CONCEALED SPRINKLER HEAD. RAISE OR LOWER TO MATCH NEW au* HEIGHT AND PROVIDE NEW BRIGHT WHITE GAP PER ALDO'S ReouiReeNTs. REVISION Nai. 14 8 RECtwbu CITY OF TUKWLA JUL 0 5 2012 PERMIT CENTER R:\ALDONJitch\2012.Projects\12.3243.SouthcenterMall.Settle.WA\12.3243.n.dwg ALDO DATE EMIS/ISSUED FRB. 25, 2012 ALDO / SAJO / LL, BID 4 PERMIT JJNE 4, 2012 • ISSUED FOR CONSTRUCTION JUNE 26, 2012 ISSUED FOR SITE CONDITION PRINT DATE: 2012-06-28 4 2012-06-25 PER FIELD CONDITIONS 3 2012-05-50 PER SAJO COMMENTS 2 2012-05-80 PER LANDLORD COMMENTS 1 2012-05-2ct PER ALDO COMMENTS NO, DATE REVISION THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ALDO GROUP AND ITS ASSOCIATED COMPANIES TO EXPLAIN THE LAYOUT AND SERVICES REQUIREMENTS FOR THE TRADE FIXTURES OR TO DRAIN COMPANY CONSTRUCTION STANDARDS. ALL DIMENSIONS SHALL BE VERIFIED ON sE. ALL ERRORS AND DISCREPANCIES SHALL BE REPORTED TO THE OWNER BEFORE PROCEEDING VAIN THE WORK. NO DIMENSIONS SHOULD BE .MEASURED ON THE DRAWING. DIMENSIONS AND AREAS ON THIS DRAWING ARE FOR INFORMATION ONLY d p c e don penn • consulting engineer 635 Westport Parkway Suite 300 Grapevine, Texas 76051 Phone: 817-410-2858 Fax: 817-261-8411 ALDO G R OUP E 2300 EMILE-BELANGER, MONTREAL QUEBEC, CANADA, H4R 3J4 TEL.: (514) 747-2536 FAX: (514) 747-6504 PROJET/PROJECT: ALDO SOUTHOENTER INESTP I ELD SATTLI INASHIN6TON TITRE/TITLE: Fin PROTECTION PLAN PROJET NO./PROJECT NO. 2161 DEssitg/DRAwN: DA ECHELLE/SCALE: •111.11=1111111 veRIFIE/CHECKED: 51.1 F- I, CONCEPT, ANN/YEAR: AA06 PAGE: GENERAL STRUCTURAL NOTES BUILDING CODE: Applies unless noted otherwise on drawings 2009 EDITION OF THE INTERNATIONAL BUILDING CODE. LOADS: LATERAL: SEISMIC: . SEISMIC IMPORTANCE FACTOR = 1.0. SHORT PERIOD SPECTRAL ACCELERATION Ss = 1.429. ONE SECOND SPECTRAL ACCELERATION Si = .489. SOIL SITE CLASS D. Sds = ..953. Sd1 = .493. SEISMIC DESIGN CATEGORY D. RESPONSE MODIFICATION FACTOR (R) = 4 STRUCTURAL STEEL: GENERAL: . ALL CONSTRUCTION PER LATEST AISC STEEL CONSTRUCTION MANUAL ALL MISCELLANEOUS STEEL UNLESS NOTED OTHERWISE SHALL BE ASTM A36 (Fy = 36 KSI). EXPANSION ANCHORS: ALL EXPANSIVE ANCHORAGE FOR CONCRETE INSTALLATION ONLY SHALL BE PER HILTI KWIK BOLT TZ EXPANSION ANCHOR (ICC ESR -1917, LARR# 25701) OR APPROVED EQUIVALENT. ALL ANCHORS SHALL BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS. COLD FORMED STRUCTURAL STEEL FRAMING: GENERAL: ALL COLD FORMED STEEL COMPONENTS. SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. STEEL FOR COLD FORMED MEMBERS SHALL HAVE A MINIMUM YIELD STRENGTH OF 50 KSI. STEEL SHALL BE GALVANIZED AT LOCATIONS EXPOSED TO WEATHER AND WHEREVER NOTED. SCREWED COLD FORMED TO COLD FORMED CONNECTIONS SHALL BE HEX HEAD HILTI "KWIK —PRO" SELF — DRILLING TAPPING SCREWS PER ICC ESR -2196 (LARR # 25678), OR ICC APPROVED EQUIVALENT. SCREW SIZE SHALL BE #10 X 3/4" MINIMUM AND MUST PROTRUDE THROUGH AND BEYOND THE CONNECTED STEEL MEMBERS A MINIMUM OF THREE FULL THREADS. SCREWS SHALL BE INSTALLED WITH A MINIMUM EDGE AND END DISTANCE OF THREE SCREW DIAMETERS. GENERAL NOTES: VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS AND FIELD CONDITIONS. THE STRUCTURAL CONSTRUCTION DOCUMENTS REPRESENT THE FINISHED STRUCTURE. EXCEPT WHERE NOTED, THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH. MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING, SHORING FOR LOADS DUE T0. CONSTRUCTION EQUIPMENT, ETC. THE STRUCTURAL ENGINEER OF RECORD SHALL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S MEANS, METHODS, TECHNIQUES, SEQUENCES FOR PROCEDURE OF CONSTRUCTION, OR THE SAFETY PRECAUTIONS AND THE PROGRAMS INCIDENT THERETO (NOR SHALL OBSERVATION VISITS TO THE SITE INCLUDE INSPECTION OF THESE ITEMS). WHERE REFERENCE IS MADE TO VARIOUS TEST STANDARDS FOR MATERIALS, SUCH STANDARDS SHALL BE THE LATEST EDITION AND /OR ADDENDA. ANY ENGINEERING DESIGN, PROVIDED BY OTHERS AND SUBMITTED FOR REVIEW, SHALL BEAR THE SEAL OF A REGISTERED ENGINEER RECOGNIZED BY THE BUILDING CODE JURISDICTION OF ' THIS PROJECT. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL STRUCTURAL NOTES AND TYPICAL DETAILS. WHERE NO DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE PROJECT, AND /OR AS PROVIDED FOR IN THE CONTRACT DOCUMENTS. WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL STRUCTURAL NOTES AND SPECIFICATIONS, THE GREATER REQUIREMENTS SHALL GOVERN. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS PRIOR TO START OF CONSTRUCTION. RESOLVE ANY DISCREPANCY WITH THE ARCHITECT. ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR ARCHITECTURAL CIVIL MECHANICAL PLUMBING AND ELECTRICAL ITEMS WITH THE APPROPRIATE TRADE DRAWINGS AND SUBCONTRACTORS PRIOR TO CONSTRUCTION. . TYPICAL DETAILS MAY NOT NECESSARILY BE CUT ON PLANS, BUT APPLY UNLESS NOTED OTHERWISE. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED CONSTRUCTION. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. OPTIONS ARE FOR CONTRACTOR'S CONVENIENCE. IF AN OPTION IS CHOSEN, CONTRACTOR SHALL BE RESPONSIBLE FOR ALL NECESSARY CHANGES, APPROVALS AND THE COORDINATION OF THE WORK WITH ALL RELATED TRADES AND SUPPLIERS. SPECIAL INSPECTION — STRUCTURAL ONLY: SPECIAL INSPECTION IS TO BE PROVIDED FOR THE ITEMS LISTED BELOW IN ADDITION TO THE INSPECTIONS CONDUCTED BY THE BUILDING JURISDICTION. "SPECIAL STRUCTURAL INSPECTION" SHALL NOT RELIEVE THE OWNER OR THEIR AGENT FROM REQUESTING THE BUILDING JURISDICTION INSPECTIONS REQUIRED BY SECTION 109 OF THE INTERNATIONAL BUILDING CODE. SPECIAL INSPECTION IS REQUIRED PER CHAPTER 17 FOR THE FOLLOWING: CONCRETE CONSTRUCTION: 1. EXPANSION, EPDXY, ADHESIVE, AND SCREW ANCHORS: DURING THE PLACEMENT OF ALL ANCHORS SHOWN ON STRUCTURAL DRAWINGS. ADDITIONAL INSPECTIONS REQUIRED FOR REPAIR DETAILS SHALL BE PERFORMED AT THE CONTRACTOR'S EXPENSE. A. INSPECTION OF HOLE DIAMETER AND DEPTH. B. INSPECTION OF HOLE CLEANING WITH WIRE BRUSH AND COMPRESSED AIR. C. INSPECTION OF ANCHOR INSTALLATION USING SPECIFIED PRODUCT AND MANUFACTURER'S RECOMMENDED INSTALLATION PROCEDURES. DUTIES AND RESPONSIBIUTIES OF THE SPECIAL INSPECTOR: A. THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK ASSIGNED TO BE CERTAIN IT CONFORMS TO THE APPROVED DESIGN DRAWINGS AND SPECIFICATION. B. THE SPECIAL INSPECTOR IS NOT AUTHORIZED TO APPROVE DEVIATIONS FROM THE DESIGN DRAWINGS OR SPECIFICATIONS, AND ALL DEVIATIONS MUST BE APPROVED BY THE STRUCTURAL ENGINEER OF RECORD PRIOR TO PROCEEDING WITH THE WORK. ALL REQUESTS FOR DEVIATIONS SHALL BE INITIATED BY THE CONTRACTOR VIA WRITTEN REQUEST FOR INFORMATION (RFI). C. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL AND TO THE ENGINEER OR ARCHITECT OF RECORD. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION, THEN, IF UNCORRECTED, TO THE DESIGN AUTHORITY AND THE BUILDING OFFICIAL. . D. CONTRACTOR SHALL PROVIDE THE SPECIAL INSPECTOR ACCESS TO ALL ITEMS REQUIRING SPECIAL INSPECTION. ACCESS SHALL BE PROVIDED BY IN —PLACE LADDERS, SCAFFOLDS, LIFTS AND /OR OTHER EQUIPMENT OPERATED BY THE CONTRACTOR'S PERSONNEL AS REQUIRED FOR SAFE OBSERVATION. INSPECTOR IS NOT RESPONSIBLE OR AUTHORIZED TO OPERATE CONTRACTOR'S EQUIPMENT. E. UPON COMPLETION OF THE ASSIGNED WORK THE ENGINEER OR ARCHITECT SHALL COMPLETE AND SIGN' THE APPROPRIATE FORMS CERTIFYING THAT TO THE BEST OF THEIR KNOWLEDGE THE WORK IS IN CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS, AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE CODE. FRONT AND BACK ELEVATIONS --i-( 12)) N ■ - ; I No -- ` • No - -' - -- ■ N. -- N. - -'.- - -- '- >��.``. (3) A Q MIDDLE ELEVATION INglintRONSIIIKkawa NOTES: 1. COLUMN PER DETAIL 07. 2. SHELF. 3. CARRIAGE FRAME PER DETAIL 01. NOTES: 1. COLUMN PER DETAIL 07. 2. BRACE PER DETAIL 10 TYP. 3. SHELF. 4. CARRIAGE FRAME PER DETAIL 01. 4M1'v . r:lv e d� zimentammaw°R. ":. ..,Z. mA (1) NOTES: 1. CROSS BRACE PER DETAIL 10. 2. COLUMNS PER DETAIL 07 TYP. 3. BEAM Ti? SEE DETAIL 09. 4. SHELF. m N (1) (2) (3) (4) NOTE: POST PLAQUE PER DETAIL 11. 36" or 48" PLAN VIEW - MULTIPLE RACKS (2) (2) (2) DETAILS. SHEET DESCRIPTION - -- S1 G.S.N. & MOBILE SHELF PLANS /-(4) 7(4) MOBILE SHELF DETAILS 01 -06 . • S3 STATIONARY SHELVES G.S.N. PLANS & DETAILS FOR ADDITIONAL INFORMATION SHOWM BUT NOT NOTED. SEE GENERAL STRUCTURAL NOTES ON SHEET S1.1 AND TYPICAL DETAIL SHEETS. THESE DRAWANGS /CALCULATIONS ARE CONSTRUCTION OR RECORDING UNLESS CONSIDERED pRELIMINARY —NOT FOR THE STRUCTURAL ENGINEER OF SIGNATURE. (4) z-(4) \ PROJECT MANAGER RAD PROJECT ENGINEER RAD PROJECT DRAFTER MJN CARUSO • TURLEY. SCOTT- INC consulting structural engineers 1215 West Rio Salado Parkway, Suite 200 Tempe, Arizona 85281 (480) 774 -1700 (774 -1701 FAX) www.ctsaz.com . t SIDE ELEVATION 1. COLUMNS PER DETAIL 07. 2. BEAM PER DETAIL 09 CONNECTION PER DETAIL 08 DP. 3. TRACK PER DETAIL 02, 03, AND 04 4. SHELF. :AGa' "'Gfi MINIW %i"NEit MIIB "::.l.,i : Affs e'ii' m 017,7 (1) (2) (3) REVISION S()L- L4.8 Quo -14 RECtivEt l CITY OF TUK1MLA JUL 0 5.2012 PERMIT CENTER LOCATION OF DETAILS DETAILS. SHEET DESCRIPTION - -- S1 G.S.N. & MOBILE SHELF PLANS 01 -11 S2 MOBILE SHELF DETAILS 01 -06 . • S3 STATIONARY SHELVES G.S.N. PLANS & DETAILS FOR ADDITIONAL INFORMATION SHOWM BUT NOT NOTED. SEE GENERAL STRUCTURAL NOTES ON SHEET S1.1 AND TYPICAL DETAIL SHEETS. THESE DRAWANGS /CALCULATIONS ARE CONSTRUCTION OR RECORDING UNLESS CONSIDERED pRELIMINARY —NOT FOR THE STRUCTURAL ENGINEER OF SIGNATURE. RECORD'S SEAL IS AFFIXED AM( WRITTEN PROJECT NUMBER 12 -385 PROJECT MANAGER RAD PROJECT ENGINEER RAD PROJECT DRAFTER MJN CARUSO • TURLEY. SCOTT- INC consulting structural engineers 1215 West Rio Salado Parkway, Suite 200 Tempe, Arizona 85281 (480) 774 -1700 (774 -1701 FAX) www.ctsaz.com . rois E.1.4Tic DATE EMIS /ISSUED MAY 01, 2012 ALDO / 5AJ0 / LL., BID 4 PERMIT JUNE 04, 2612 ISSUED FOR CONSTRUCTION JUNE 28, 2012 ISSUED FOR SITE CONDITION PRINT DATE 2012 -06 -28 NO. DATE REVISION THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ALDO GROUP AND ITS ASSOCIATED COMPANIES TO ' EXPLAIN THE LAYOUT AND SERVICES REQUIREMENTS FOR THE TRADE FIXTURES OR TO EXPLAIN COMPANY CONSTRUCTION STANDARDS. ALL DIMENSIONS SHALL BE VERIFIED ON SITE. ALL ERRORS AND DISCREPANCIES SHALL BE REPORTED TO THE OWNER BEFORE PROCEEDING WITH THE WORK. \. NO DIMENSIONS SHOULD BE MEASURED ON THE DRAWING. DIMENSIONS AND AREAS ON THIS DRAWING ARE FOR INFORMATION ONLY ID, TV ALDO G R O U P E 2300 EMILE- BELANGER, MONTREAL QUEBEC, CANADA, H4R 3J4 TEL.: (5141 747 -2536 FAX: (514) 747 -6504 AL'O SOUTHGENTER MALL SEATTLE, WA TITRE /TITLE: MOBILE SHELVES PROJET NO. /PROJECT NO. 2167 DESSINE /DRAWN: MJN ECNELLE /� �TED CONCEPT, ANNEE /YEAR: AAO6 }iaN'&S:H:' alt ctrt.. l.va a VERIFIE /CHECKED: RAD PAGE: SI �aF:r:' a': rar.!ma�ucrtaex:a�mt,antr^er�ta� (3) i • J NOTES: 1. COLUMN. 2. 2 -1/4' DIA IS ITS. 3. BEAM. (1) (2) 9/32 BRACE ELEVATION 11 -659 NO SCALE NOTES: 1. .03'- .034" THICK BEAM - TYP. 11 -659 NO SCALE NOTES: 1. COLUMN. 2. #10 SCREW EACH CORNER - TYP. 3. 3/4" x 14 GA STRAP. (1) 4. SET RIVET. (2) NOTICE MAXIMUM LOADS SECTION SHELF 300 LB. 50 LB. imam*,M.oMate omit 00 NOT UK TOR A SRP. HNC -HOW OI 1000OR KKR TO A7®IIILY ITOTOMMONO PoH MOM MAUL DON (1) PLAQUE 11 -659 NO SCALE NOTES: 1. PLAQUE TO BE NOT LESS THAN 50 SQUARE INCHES IN SIZE. POST IN ONE OR MORE CONSPICUOUS LOCATIONS. .ii W:.5Yrf3'Y aY vriMRus ISI M G:t' iS KastManPa "+OL'a..P i j'dP J ....na 11 -659 NO SCALE (1) ,-4097 /Alta (2) 3 3/8" STANDARD TRACK DETAIL a CNI NOTES:, 1. C -1095 BLUE TEMPERED SPRING STEEL 2. 6061 -T6 ALUMINUM. NOTE: SEE DETAIL 06 FOR ANCHORAGE. 11 -659 NO SCALE ANTI TIP ASSEMBLY (2 PER) 3.635 (3) -N 0 0 0 0 0 (3) (4) 11 -659 NO SCALE NOTES: 1. 2 -3/8" DIA. x 2' EMBED HILT] KWIK BOLT TZ EXPANSION ANCHORS. SPACE AT 12' O.C. TYP ALL TRACKS (LARR p5701). 2. WHEEL IS A PERMANENTLY SEALED, SINGLE ROW, RADIAL BALL BEARING. 3. CORNERS ARE 14GA. WITH A 1 1/2" UP ABOVE THE CARRIAGE SURFACE. NOTE: SEE DETAIL 06 FOR ANCHORAGE. BACK TO BACK COLUMN (1) (2) (2) (1) 11 -659 NO SCALE NOTES: 1. POPPED OUT LJP FOR SHELF SUPPORT. 2. 18 GA POST. 3. BACK TO BACK COLUMN AS OCCURS. 4. 3 - #t0 SCREWS AT BACK TO BACK COUJMNS - EQUAL SPACE. kw- agivAtTgrialliv-i:;•-r:''mtivilaitialweati41111916i=1111AWARMANAINVO,RiA 11 -659 NO SCALE CARRIAGE FRAME IS MADE OF 14 GAGE GALVANIZED STEEL - TYR CARRIAGE BASE 11 -659 NO SCALE NOTES: 1. C -1095 BLUE TEMPERED SPRING STEEL 2. 6061 -T6 ALUMINUM. CHAIN TRACK DETAIL NOTE: SEE DETAIL 06 FOR ANCHORAGE. 11 -659 NO SCALE NOTES: 1. C -1095 BLUE TEMPERED SPRING STEEL 2. 6061 -T6 ALUMINUM. (1) (2) 4 3/8" NOTE: SEE DETAIL 06 FOR ANCHORAGE. ANTI -11P TRACK DETAIL REVISION N0:1 11 -659 NO SCALE ILI 8 RECtt'ut cTYOFTUKWnLA Jul 0 5 2012 PERMIT CENTER FOR ADDITIONAL INFORMATION SHOWN BUT NOT NOTED, SEE GENERAL STRUCTURAL NOTES ON SHEET S1.1 AND TYPICAL DETAIL SHEETS. 1HESE DRAMANGS /CALCULATIONS ARE CONSTRUCTION OR RECORDING UNLESS CONSIDERED PRELIMINARY -NOT FOR THE STRUCTURAL ENGINEER OF SIGNATURE. RECORD'S SEAL IS AFFIXED yam WRITTEN PROJECT NUMBER 12 -385 PROJECT MANAGER RAD PROJECT ENGINEER RAD PROJECT DRAFTER MJN CARUSO • TURLEY• SCOTT. INC consulting structural engineers 1215 West Rio Salado Parkway, Suite 200 Tempe, Arizona 85281 (480) 774 -1700 (774 -1701 FAX) www.ctsaz.com I i, 4Aar6f1ui"1 . pr„,--•■• 'WNW miTger.1 ,11 Now, DATE EMIS /ISSUED MAY 01, 2012 ALDO / SAJO / LL., BID 4 PERMIT JUNE 04, 2012 ISSUED FOR CONSTRUCTION JUNE 28, 2012 ISSUED FOR SITE CONDITION PRINT DATE 2012 -06 -28 NO. DATE REVISION THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ALDO GROUP AND ITS ASSOCIATED COMPANIES TO EXPLAIN THE LAYOUT AND SERVICES REQUIREMENTS FOR THE TRADE FIXTURES OR TO EXPLAIN COMPANY CONSTRUCTION STANDARDS. ALL DIMENSIONS SHALL BE VERIFIED ON SITE. ALL ERRORS AND DISCREPANCIES SHALL BE REPORTED TO THE OWNER BEFORE PROCEEDING WITH THE WORK. NO DIMENSIONS SHOULD BE MEASURED ON THE DRAWING. DIMENSIONS AND AREAS ON THIS DRAWING ARE FOR INFORMATION ONLY ALDO G R O U P E 2300 EMILE - BELANGER, MONTREAL QUEBEC, CANADA, H4R 3J4 TEL: 1514 747.2536 FAX: (5141 747 -6504 ALDO SOUTHGENTER MALL SEATTLE, NA TITRE /TITLE: MOBILE SHELF DETAILS PROJET NO. /PROJECT N.O. 2161 DESSINE /DRAWN: MJN ECHELLE /� L�� VERIFIE /CHECK�D CONCEPT, ANNEE /YEAR: PAGE: .52 X13 :iUu'W��4r�hPV`'Fn'V�r�'tIMA6i GENERAL STRUCTURAL NOTES BUILDING CODE: Applies Wen noted otherwise on drawings 2009 EDITION OF THE INTERNATIONAL BUILDING CODE. LOADS: LATERAL: SEISMIC: SEISMIC IMPORTANCE FACTOR = 1.0. SHORT PERIOD SPECTRAL ACCELERATION Ss = 1.429. ONE SECOND SPEC1RAL ACCELERATION S1 = .489. SOIL SITE CLASS D. Sds m .953. Sd1 azi .493. SEISMIC DESIGN CATEGORY D. RESPONSE MODIFICATION FACTOR (R) - 4. STRUCTURAL STEEL: GENERAL' ALL CONSTRUCTION PER LATEST AISC STEEL CONSTRUCTION MANUAL ALL MISCELLANEOUS STEEL UNLESS NOTED OTHERWISE SHALL. BE ASTM A36 (Fy = 38 KSI). EXPANSION ANCHORS: ALL EXPANSIVE ANCHORAGE FOR CONCRETE INSTALLATION ONLY SHALL BE PER HIL11 KVAK BOLT TZ EXPANSION ANCHOR (ICC ESR- 1917, LARR# 25701) OR APPROVED EQUIVALENT. ALL ANCHORS SHALL BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS. COLD FORMED STRUCTURAL STEEL FRAMING: GENERAL . AU. COLD FORMED STEEL COMPONENTS SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. STEEL FOR COLD FORMED MEMBERS SHALL HAVE A MINIMUM YIELD STRENGTH OF 50 KSI. STEEL SHALL BE GALVANIZED AT LOCATIONS EXPOSED TO WEATHER AND WHEREVER NOTED. SCREWED COLD FORMED TO COLD FORMED CONNECTIONS SHALL BE HEX HEAD HILTI "KWIK -PRO" SELF - DRILUNG TAPPING SCREWS PER ICC ESR -2196 (LARR # 25678), OR ICC APPROVED EQUIVALENT. SCREW SIZE SHALL BE X110 X 3/4" MINIMUM AND MUST PROTRUDE THROUGH AND BEYOND THE CONNECTED STEEL MEMBERS A MINIMUM OF THREE FULL THREADS. SCREWS SHALL BE INSTALLED WITH A MINIMUM EDGE AND END DISTANCE OF THREE SCREW DIAMETERS. GENERAL NOTES: VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS AND HELD CONDITIONS. THE STRUCTURAL CONSTRUCTION DOCUMENTS REPRESENT THE FINISHED STRUCTURE. EXCEPT WHERE NOTED. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE UNITED TO, BRACING. SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. THE STRUCTURAL ENGINEER OF RECORD SHALL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S MEANS, METHODS, TECHNIQUES, SEQUENCES FOR PROCEDURE STI�IT 'THE PROGRAMS THERETO (NOR SHALL OBSERVATION VISITS TO THE SITE INCLUDE INSPECTION OF OF TESE� WHERE REFERENCE IS MADE TO VARIOUS TEST STANDARDS FOR MATERIALS, SUCH STANDARDS SHALL BE THE LATEST EDITION AND /OR ADDENDA. ANY ENGINEERING DESIGN, PROVIDED BY OTHERS AND SUBMITTED FOR REVIEW, SHALL BEAR THE SEAL OF A REGISTERED ENGINEER RECOGNIZED BY THE BUILDING CODE JURISDICTION OF THIS PROJECT. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL STRUCTURAL NOTES AND TYPICAL DETAILS. WHERE NO DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON 11E PROJECT, AND /OR AS PROVIDED FOR IN THE CONTRACT DOCUMENTS. WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL STRUCTURAL NOTES AND SPECIFICATIONS, THE GREATER REQUIREMENTS SHALL GOVERN. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS PRIOR TO START OF CONSTRUCTION. RESOLVE ANY DISCREPANCY WITH THE ARCHITECT. ESTABUSH AND VERIFY ALL OPENINGS AND INSERTS FOR ARCHITECTURAL, CIVIL, MECHANICAL, PLUMBING AND ELECTRICAL ITEMS W111 THE APPROPRIATE TRADE DRAWINGS AND SUBCONTRACTORS PRIOR TO CONSTRUCTION. TYPICAL DETAILS MAY NOT NECESSARILY BE CUT ON PLANS, BUT APPLY UNLESS NOTED OTHERWISE. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED CONSTRUCTION. LOAD SHALL NOT EXCEED THE DESIGN UVE LOAD PER SQUARE FOOT. OPTIONS ARE FOR CONTRACTOR'S CONVENIENCE. IF AN OPTION IS CHOSEN, CONTRACTOR SHALL BE RESPONSIBLE FOR ALL NECESSARY CHANGES, APPROVALS AND THE COORDINATION OF THE WOK WITH ALL RELATED TRADES AND SUPPUERS. SPECIAL INSPECTION - STRUCTURAL ONLY: SPECIAL INSPECTION IS TO BE PROVIDED FOR THE ITEMS LISTED BELOW IN ADDITION TO THE INSPECTIONS CONDUCTED BY THE BUILDING JURISDICTION. "SPECIAL STRUCTURAL INSPECTION" SHALL NOT RELIEVE THE OWNER OR THEIR AGENT FROM REQUESTING THE BUILDING JURISDICTION INSPECTIONS REQUIRED BY SECTION 109 OF THE INTERNATONAL BUILDING CODE. SPECIAL INSPECTION IS REQUIRED PER CHAPTER 17 FOR THE FOLLOWING: CONCRETE CONSTRUCTION: 1. EXPANSION, EPDXY, ADHESIVE, AND SCREW ANCHORS: DURING THE PLACEMENT OF ALL ANCHORS SHOWN ON STRUCTURAL DRAWINGS. ADDITIONAL INSPECTIONS REQUIRED FOR REPAIR DETAILS SHAD. BE PERFORMED AT THE CONTRACTOR'S EXPENSE. A. INSPECTION OF HOLE DIAMETER AND DEPTH. 8. INSPECTION OF HOLE CLEANING WITH WIRE BRUSH AND COMPRESSED AIR. C. INSPECTION OF ANCHOR INSTALLATION USING SPECIFIED PRODUCT AND MANUFACTURER'S RECOMMENDED INSTALLATION PROCEDURES. DUTIES AND RESPONSIBIUTIES OF THE SPECIAL INSPECTOR: A. THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK ASSIGNED TO BE CERTAIN IT CONFORMS TO THE APPROVED DESIGN DRAWINGS AND SPECIFICATION. B. THE SPECIAL INSPECTOR 15 NOT AUTHORIZED TO APPROVE DEVIATIONS FROM THE DESIGN DRAWINGS OR SPECIFICATIONS, AND ALL DEVIATIONS MUST BE APPROVED BY THE STRUCTURAL ENGINEER OF RECORD PRIOR TO PROCEEDING WITH THE WORK. ALL REQUESTS FOR DEVIATIONS SHALL BE INITIATED BY THE CONTRACTOR VIA WRITTEN REQUEST FOR INFORMATION (RFI). C. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL, AND TO THE ENGINEER OR ARCHITECT OF RECORD. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION. THEN, IF UNCORRECTED, TO THE DESIGN AUTHORITY AND THE BUILDING OFFICIAL D. CONTRACTOR SHALL PROVIDE THE SPECIAL INSPECTOR 'ACCESS TO ALL ITEMS REQUIRING SPECIAL INSPECTION. ACCESS SHALL BE PROVIDED BY IN -PLACE LADDERS, SCAFFOLDS, LIFTS AND /OR OTHER EQUIPMENT OPERATED BY THE CONTRACTOR'S PERSONNEL AS REQUIRED FOR SAFE OBSERVATION. INSPECTOR IS NOT RESPONSIBLE OR AUTHORIZED TO OPERATE CONTRACTOR'S EQUIPMENT. . E. UPON COMPLETION OF THE ASSIGNED WORK THE ENGINEER OR ARCHITECT SHALL COMPLETE AND SIGN THE APPROPRIATE FORMS CERTIFYING THAT TO THE BEST OF THEIR KNOWLEDGE THE WORK IS IN CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS, AND THE APPUCABLE WORKMANSHIP PROVISIONS OF THE CODE. =ESL 1. COLUMN. 2. #10 SCREW EACH CORNER - TYP. 3. 3/4" x 14 GA STRAP. (1). 4. SET RIVET. (2) NOTICE MAXIMUM LOADS SECTION SHELF -300 LB. 50 LB. Abote/Ideo Oak OO NOT 1101 FOR A sRr, HN -1100 CO MOOR Rase TO amsr s111I11l000I1R ras 111aR PUMA= (4) (1) 11 -659 NO SCALE NOTES: 1. PLAQUE TO BE NOT LESS THAN 50 SQUARE INCHES IN SIZE. POST IN ONE OR MORE CONSPICUOUS LOCATIONS. (1) (2) u tl 11 ��Ld6ihl S ..: i3�N .�u,k N . r ., •� h..:...:'tl`.nste�ait,,v e.Yel'�[ (4) (2) (3) (5) WALL CONNECTION (3) (4) (2) 11 -659 NO SCALE NOTE& 1. COLUMN WITH 2 - 1/4' DIA. SELF - TAPPING SCREWS. 2. 2X4 CONTINUOUS. 3. STEEL STUD WAIL. 4. 2 - 1/4" DIA. SELF- TAPPING SCREWS AT EVERY STUD (16" 0.C.) 5. SHELVING POST. STUD HEIGHT STUD SIZE 0' - 15' -0" 362S162 -33 AT 16" O.C. 0' - 11-0" 362S182 -43 AT 16` O.C. 0' - 19' -0" 600S162 -33 AT 16" O.C. 0' - 27' -0" 6005162 -43 AT 16 O.C. REQUIRED S1UD SIZES FOR SHELF SUPPORT. FIELD VERIFY ALL S1UD SIZES. . 11 -659 NO SCALE (4)- (4)- (1) (2) (3) (3) NOTES: 1. COLUMN. 2. 16 GA BENT PLATE. 3. #10 SCREW TO COLUMN. 4. 2 -3/8" DIA x 2" EMBED HILT! KWIK BOLT 12 EXPANSION ANCHORS (LARR #25701). (3) BEAM TO POST BEAM (1) (2) (2) (1) (1) (2) (1) 11 -659 NO SCALE NOTES: 1. POPPED OUT UP FOR SHELF SUPPORT. 2. 18 GA POST. 11 -659 NO SCALE NOTES: 1. COLUMN. 2. 2 -1/4" DIA RIVITS. 3. BEAM. 11 -659 NO SCALE NOTES: 1. .03 "- .034" THICK BEAM - TYP. 11 -659 NO SCALE r. Y � . f �. f.. `Jx;i?1�dt. .•�':d`5i. .... � 1YIY.. lY4` � �+, � tt i�itx.dA'�'rrJia, �i`�I�'�.I�E% �i5fe1. _ T�`i.t `TK:$6"�ii�il +, c (2) • THESE DRANANGS /CALCULATIONS ARE CONSTRUCTION OR RECORDING UNLESS CONSIDERED PRELIMINARY -NOT FOR THE STRUCTURAL ENGINEER OF SIGNATURE. RECORD'S SEAL IS AFFIXED ]YID WRITTEN PROJECT NUMBER 12 -385 PROJECT MANAGER RAD PROJECT ENGINEER RAD PROJECT DRAFTER MJN CARUSO - TURLEY- SCOTT- INC consulting structural engineers 1215 West Rio Salado Parkway, Suite 200 Tempe, Arizona 85281 (480) 774 -1700 (774 -1701 FAX) www.ctsaz.com • 7 z-(4) SIDE ELEVATION (1) (2) 7(3) (1) (2) FRONT ELEVATION NOTES: 1. COLUMNS PER DETAIL 02. 2. BEAM PER DETAIL 04 CONNECTION PER DETAIL 03 TYP. 3. BASE CONNECTION PER DETAIL 01. 4. SHELF. NOTES: 1. COLUMN PER DETAIL 02. 2. SHELF. 3. 6' MAX TO BOTTOM OF BRACE. 4. BASE CONNECTION PER DETAIL 01. PLAN VIEW - STATIONARY RACKS Q \. i \\ i \v/ i REAR ELEVATION (1) (2) (5) 4 ( ) NOTES: 1. BEAM PER DETAIL 04. 2. COLUMN PER DETAIL 02. 3. CROSS BRACE PER DETAIL 05. 4. SHELF. (1) (2) NOTES: 1. COLUMN PER DETAIL 02. 2. SHELF. 3. 6" MAX TO BOTTOM OF BRACE 4. BASE CONNECTION PER DETAIL 01. 5. CROSS BRACE PER DETAIL 05. REVISION NCLL b149 4/4'O O� %R 44 RECtiv ��� cITV OF TUKVy7LA JUL 052012 PERMIT CENTER FOR ADDITIONAL INFORMATION SHOWN BUT NOT NOTED, SEE GENERAL STRUCTURAL NOTES ON SHEET S1.1 AND TYPICAL DETAIL SHEETS. THESE DRANANGS /CALCULATIONS ARE CONSTRUCTION OR RECORDING UNLESS CONSIDERED PRELIMINARY -NOT FOR THE STRUCTURAL ENGINEER OF SIGNATURE. RECORD'S SEAL IS AFFIXED ]YID WRITTEN PROJECT NUMBER 12 -385 PROJECT MANAGER RAD PROJECT ENGINEER RAD PROJECT DRAFTER MJN CARUSO - TURLEY- SCOTT- INC consulting structural engineers 1215 West Rio Salado Parkway, Suite 200 Tempe, Arizona 85281 (480) 774 -1700 (774 -1701 FAX) www.ctsaz.com 12 q''! - i' "' "�•as a$�F?4`: h�,�,f.,N r -7'_�Qlr}l'Y1'tltit;;. �.Is�.. .�i n...ci.rii "irk" .. TIZ f'Viiai G`W 1 ti{ � tlEMM ' W3f1'. al mil'r(111C DATE EMIS /ISSUED MAY 01, 2012 ALDO / SAJO / LL., SID 4 .PERMIT JUNE 04, 2012 ISSUED FOR CONSTRUCTION JUNE 28, 2012 ISSUED FOR SITE CONDITION PRINT DATE 2012 -06 -28 NO. DATE REVISION THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ALDO GROUP AND ITS ASSOCIATED COMPANIES TO EXPLAIN THE LAYOUT AND SERVICES REQUIREMENTS FOR THE TRADE FIXTURES OR TO EXPLAIN COMPANY CONSTRUCTION STANDARDS. ALL DIMENSIONS SHALL BE VERIFIED ON SITE. ALL ERRORS AND DISCREPANCIES SHALL BE REPORTED TO THE OWNER BEFORE PROCEEDING WITH THE WORK. NO DIMENSIONS SHOULD BE MEASURED ON THE DRAWING. DIMENSIONS AND AREAS ON THIS DRAWING ARE FOR INFORMATION ONLY ALDO OR O U P E 2300 EMILE- BELANGER, MONTREAL QUEBEC, CANADA, H4R 3J4 TEL: 15141 747 -2536 FAX: (514) 747 -6504 ALDO SOUTHGENTER MALL SEATTLE, Vr4A TITRE /TITLE: STATIONARY SHELVES PROJET NO. /PROJECT NO. 2161 DESSINE /DRAWN: MJN ECHELLE /� LE�'OTED CONCEPT, ANNIE /YEAR: AA06 VERIFIE /CHECKED: RAD PAGE: 5� ISSUED: AUGUST, 30 2007 ALDO RESPONSIBILITY SCHEDULE DRAINING INDEX LANDWPD MAW GONIRAGTOR REMARKS X BP BARRICADE PLAN X D M1 DEMOLITION PLAN 4 ELEVATION g F <DEMOLITION liTEMPORARY 0 PERMITS AND FEES DEMOLITION CEILING/ PLAN X 1 FIXTURE PLAN • • - TEMPORARY ENCLOSURE ( IF NECESSARY) • • X 1C INTERIOR ELEVATIONS X 2 REFLECTED CEILING PLAN 2A LIGHT FIXTURE SCHEDULE X • • • - ELECTRIC. t TELEPHONE(5) CONSTRUCTION DETAILS X 3B LIGHT BOX DETAILS • • 5.F. PLAN, ELEVATION, $ DETAILS CLEANUP 4A STOREFRONT SECTIONS X 4 B • • - F a EXI5TIN6 CONCRETE SLAB • SITE VERIFICATION PLAN X No. MECHANICAL / ELECTRICAL • RE4llIR ®PREPARE A5 DEMISING WALL STUDS • • X M —2 MECHANICAL SPECIFICATIONS X NEN t EXISTING/ BY LANDLORD DEMISIN6 WALL GYPSUM BOARD • !t ELECTRICAL /LIGHTING PLAN X E —1A ELECTRICAL LEGEND EXISTING 6,0. TO PATCH 4 REPAIR AS REWIRED E — 2 ELECTRICAL PANELS / NOTES X E— 3 • • F -1 INTERIOR PARTITION WITH REWIRED BLOCKING/ 6YPSUM BOARD CEILIN6 No. MECHANICAL / ELECTRICAL S1 MOBILE SHELVES • • - SUSPENDED CEILING S3 STATIONARY SHELVES X • • - STOREFRONT GLAZING/ • • - STOREFRONT SIGN • • - INTERIOR S16N • • LI6HT BOX 4 ILLUMINATED BLADE 5I6N MARKETIN6 SI6NA6E • • - INTERIOR DOORS • • REFER TO DOOR SCWOULE WASHROOM FIXTURES • • NEW BY 6.G. WASHROOM ACCESSORIES • • NEW BY 6.G. w W ig z m PAINT • • - FLOOR FINISHES • • - POOR HARDWARE • • - FlXTURING 1 STORE GASH COUNTER • • - FREE STANDING/ FLOOR UNITS • • - MIRROR (WALL t COLUMN) • • - PERIMETER WALL FIXTURES • • - STOCKROOM SHELVING • • - LEATHER FOR BENCHES • • - 1 ELECTRICAL JINGTION BOX AT GASH WRAP • • - GASH REGISTER EQUIPMENT • • - WIRING IN GASH WRAP • • - TELEPHONE DISTRIEUI1ON / WIRING/ • • ELECTRIC CONDUIT • • - L16HT FIXTURES 4 BULB • • - ELECTRICAL PANEL 4 SERVICE • • RELOCATED BY LANDLORD, ERR To ELEGTRIGAL DRAWIN6G SUSPENDED 30 KVA TRANSFORMER • • _ SECURITY SYSTEM • • - SPEAKER SYSTEM • • - SPEAKER WIRING • • - -8 m FIRE DETECTION • • - FIRE EXTIN6UISHERS • • - SPLIT SYSTEM (HVAC) • • REFER TO MEGHANIGAL DRAWIN65 (TIFEIM05 CONTROL • • DUCTWORK • • RLTEt TO MEGHANIGAL DOMINO PLUMBING • • REFER TO PLUMBING ORAWIN65 SPRINKLERS • • REFS: TO SPRINKLER DRAYUN6ES ALDO elet‘ SOUTHCENTER WESTFIELD SEATTLE, WASHINGTON UNIT #: 1525 SPRINKLER NOTE AN AUTOMATIC FIRE SPRINKLER SYSTEM 15 EXISTING WITHIN THIS SPACE. THE CONTRACTOR SHALL REWORK AND MODIFY FOR NEW ROOM LAYOUT AND CEILING/ HEIGHTS IN CONFORMANCE WITH N.F.P.A. 13 STANDARDS AND LOCAL CODES 4 REGULATIONS. ALL WORK SHALL BE DONE BY A QUALIFIED SPRINKLER CONTRACTOR WHO SHALL DESIGN AND PREPARE SHOP DRAWINGS AND SUBMIT THEM TO THE LANDLORD FOR APPROVAL PRIOR TO FABRICATION AND INSTALLATION. SPRINKLER CONTRACTOR SHALL BE LANDLORD APPROVED. ALL SELLING AREA SPRINKLER HEADS MUST BE FULLY RECESSED, USE STANDARD HEADS IN OPEN CEILING CONDITIONS. CENTER SPRINKLER HEADS IN CENTER OF TILE WHEN USED. SPRINKLER HEADS MUST BE CONCEALED TYPE IN THE DRYWALL CEILING. PROJECT INFORMATION LANDLORD INFORMATION: WESTFIELD LLC 633 SOUTHCENTER MALL SEATTLE, WA 618188 CONTACT: SCOTT PRIESTER PHONE: 323.578.3849 FAX: MALL INFORMATION: WESTFIELD 5OUTHCENTER MALL 6610 SOUTHCENTER MALL SEATTLE, INA 98188 TENANT REP: ANDREW CIARROCCHI PHONE: 206.246.0423 FAX: 5TORE ADDRESS: ALDO 690 SOUTHCENTER MALL, SPACE # 1525 SEATTLE, WA 98188 MANAGER WA PHONE: N/A FAX: N/A CLIENT INFORMATION: THE ALDO 6RQUP 2300 EMILE BELANGER VILLE ST- LAURENT, MONTREAL GUEBEG, CANADA, H4R 3J4 PROJECT EADER MARIE- CHANTAL VILLENEUVE P OP O� -5892 EXT. 61184 FAX: 14 141 -6504 ARCHITECT AAD:FITGH, INC. 16435 NORTH SCOTTSDALE RD. SUITE 115 SCOTTSDALE, AZ 55254 PHONE: 480198.4200 FAX: 480198.1223 STRUCTURAL ENGINEER CARUSO TURLEY SCOTT INC. 1215 W. RIO SALADO PKWY, SUITE 200 TEMPE, AZ 85281 PHONE: 480.114.1100 FAX: 480.114.1101 ELECTRICAL/MECHANICAL ENGINEER: DON PENN CONSULTING ENGINEER 655 WESTPORT PARKWAY, SUITE 500 GRAPEVINE, TX 16051 PHONE: 811.410.2858 FAX: 811.251.8411 TYPE OF CONSTRUCTION: IIB - FULLY SPRINKLERED APPLICABLE CONSTRUCTION CODE 2001 SEATTLE BUILDING CODE 2001 SEATTLE MECHANICAL CODE 2001 INTERNATIONAL PLUMBING CODE 2005 SEATTLE ELECTRICAL CODE 2001 WASHINGTON STATE ENERGY CODE 2001 SEATTLE FIRE CODE . ICC /ANSI Al 1.1 # A.D.A. ALL APPLICABLE AND JURISDICTIONAL ORDINANCES OR AMENDMENTS OF THE STATE OF WASHINGTON OCCUPANCY GROUP: GROUP M (MERCANTILE) OCCUPANT LOAD: SALES AREA 30 STOCK + AREA = 40 OF OCCUPANTS 500 NOID AREA) \ �0 1 = 0 OCCUR = 41 OCCUPANTS TOI LET \ 62 ) = 0 OCGUP. 1366 835 300 SQUARE FOOTAGE : NET SALES AREA NET STOREFRONT AREA: NET STOCKROOM AREA: NET WASHROOM AREA: TOTAL. NET AREA GROSS AREA TO LEASE LINE: 0 1,041 103 445 50 1,641 2,343 sq.ft. sq.ft. sq.ft. sq.ft. sq.ft. sq.ft. REVIEWED FOR DE COMPLIANCE APPROVED MAY 1 6 2012 iv, City of Tukwila BUILDING DIVISION SEPARATE PERMIT REQUIRED FOR: : echanicai Electrical Irtumbing E as Piping City of Tukwila 11'LDING DIVISION REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. MITT Revisions will require a new plan submittal and may Include additional plan review fees. FILE COPY �� 8 pl Porrinit No. rE11413W approval is subs to errors and omissions. Approval of construction documents does not authorize thc vidation of any adopted code or ordinance. Receipt of ; pproved F' 4 Copy and conditions is acknowledged: By Date:. City Of Midwife BUILDING DIVISION crtr MAY 042012 PERMIT CENTER KEY PLAN LEVEL I N.T.S. ALDO SPAGE NO. .J 525 VICINITY PLAN N.T.S. H: \Omega \ALDO \AD012005 — South Center Shopping Town \Cad \2167_1.dwg ALDO DATE MAY 01, 2012 EMIS /ISSUED ALDO / SAJO / L.L., BID * PERMIT N 0 . DATE REVISION THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ALDO GROUP AND ITS ASSOCIATED COMPANIES TO EXPLAIN THE LAYOUT AND SERVICES REQUIREMENTS FOR THE TRADE FIXTURES OR TO EXPLAIN COMPANY CONSTRUCTION STANDARDS. ALL DIMENSIONS SHALL BE VERIFIED ON SITE. ALL ERRORS AND DISCREPANCIES SHALL BE REPORTED TO THE OWNER BEFORE PROCEEDING WITH THE WORK. NO DIMENSIONS SHOULD BE MEASURED ON THE DRAWING. DIMENSIONS AND AREAS ON THIS DRAWING ARE FOR INFORMATION ONLY AAD :FITCH, Inc. FITCH P.N. ADO 12005 18435 North Scottsdale Rd. Suite 195 Scottsdale, Arizona 85254 T +1 480 998 4200 F +1 480 998 7223 www.FITCH.com ALSO G R 0 UP E 2300 ENILE- BELANGER, V1O\TREAL QUEBEC, CANADA, H4R 3J4 TEL.: (514) 747 -2536 FAX: (514) 747 -6504 PROJET /PROJECT: ALDO SOUTHCENTER YVESTF 1 ELD SEATTLE, WASH I NGTON TITRE /TITLE: TITLE SHEET PROJET NO. /PROJECT NO. 2161 CHELLE /SCALE: CONCEPT, ANNEE /YEAR: AA06 DESSINE /DRAWN: A.M.J. VERIFIE /CHECKED: K.5. T5 PAGE: DRAINING INDEX No. ARCHITECTURAL TS TITLE SHEET X BP BARRICADE PLAN X D M1 DEMOLITION PLAN 4 ELEVATION X D M 2 DEMOLITION CEILING/ PLAN X 1 FIXTURE PLAN X 1 A FINISH SCHEDULE X 1 B INTERIOR ELEVATIONS X 1C INTERIOR ELEVATIONS X 2 REFLECTED CEILING PLAN X 2A LIGHT FIXTURE SCHEDULE X 3 CONSTRUCTION PLAN X 3A CONSTRUCTION DETAILS X 3B LIGHT BOX DETAILS X 4 5.F. PLAN, ELEVATION, $ DETAILS X 4A STOREFRONT SECTIONS X 4 B STOREFRONT DETAILS X 4C GENERAL DETAILS X SV 1 SITE VERIFICATION PLAN X No. MECHANICAL / ELECTRICAL M —1 MECHANICAL PLAN X M —1A MEGHANIGAL DEMOLITION PLAN X M —2 MECHANICAL SPECIFICATIONS X P —1 PLUMBING PLAN X E -1 ELECTRICAL /LIGHTING PLAN X E —1A ELECTRICAL LEGEND X E — 2 ELECTRICAL PANELS / NOTES X E— 3 ELECTRICAL DETAILS X F -1 FIRE PROTECTION PLAN X No. MECHANICAL / ELECTRICAL S1 MOBILE SHELVES X S2 MOBILE SHELF DETAILS X S3 STATIONARY SHELVES X REVIEWED FOR DE COMPLIANCE APPROVED MAY 1 6 2012 iv, City of Tukwila BUILDING DIVISION SEPARATE PERMIT REQUIRED FOR: : echanicai Electrical Irtumbing E as Piping City of Tukwila 11'LDING DIVISION REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. MITT Revisions will require a new plan submittal and may Include additional plan review fees. FILE COPY �� 8 pl Porrinit No. rE11413W approval is subs to errors and omissions. Approval of construction documents does not authorize thc vidation of any adopted code or ordinance. Receipt of ; pproved F' 4 Copy and conditions is acknowledged: By Date:. City Of Midwife BUILDING DIVISION crtr MAY 042012 PERMIT CENTER KEY PLAN LEVEL I N.T.S. ALDO SPAGE NO. .J 525 VICINITY PLAN N.T.S. H: \Omega \ALDO \AD012005 — South Center Shopping Town \Cad \2167_1.dwg ALDO DATE MAY 01, 2012 EMIS /ISSUED ALDO / SAJO / L.L., BID * PERMIT N 0 . DATE REVISION THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ALDO GROUP AND ITS ASSOCIATED COMPANIES TO EXPLAIN THE LAYOUT AND SERVICES REQUIREMENTS FOR THE TRADE FIXTURES OR TO EXPLAIN COMPANY CONSTRUCTION STANDARDS. ALL DIMENSIONS SHALL BE VERIFIED ON SITE. ALL ERRORS AND DISCREPANCIES SHALL BE REPORTED TO THE OWNER BEFORE PROCEEDING WITH THE WORK. NO DIMENSIONS SHOULD BE MEASURED ON THE DRAWING. DIMENSIONS AND AREAS ON THIS DRAWING ARE FOR INFORMATION ONLY AAD :FITCH, Inc. FITCH P.N. ADO 12005 18435 North Scottsdale Rd. Suite 195 Scottsdale, Arizona 85254 T +1 480 998 4200 F +1 480 998 7223 www.FITCH.com ALSO G R 0 UP E 2300 ENILE- BELANGER, V1O\TREAL QUEBEC, CANADA, H4R 3J4 TEL.: (514) 747 -2536 FAX: (514) 747 -6504 PROJET /PROJECT: ALDO SOUTHCENTER YVESTF 1 ELD SEATTLE, WASH I NGTON TITRE /TITLE: TITLE SHEET PROJET NO. /PROJECT NO. 2161 CHELLE /SCALE: CONCEPT, ANNEE /YEAR: AA06 DESSINE /DRAWN: A.M.J. VERIFIE /CHECKED: K.5. T5 PAGE: BARRICADE WALL CONSTRUCTION: 5 54" METAL STUDS INSTALLED @ VC. 5/s" THICK GYPSUM BOARD, TYPE X, FROM 5LAB TO 121-0" A.F.F. BARRICADE WALL DETAIL 3" ALL LE11 tt<5 An WHITE "MACTAC" VINYL TRANSFERS DIMENSIONS $ SPECS AS SUPPLIED BY THE ALDO GROUP NOTE: FONTS FOR CONTENTS OF LOCATION ONLY. THE CONTENT TEXT MAY VARY COVER THE TOP IN/ HEAVY DUTY BARRICADE PROVIDED BY THE OWNER PLASTIC SHEETING (MAKE IT CLEAN) CONFIRMED A5 PER PROJECT OR GENERAL CONTRACTOR - TO BE CENTERED LOGO & TEXT EQ. 6'-3' EQ. r FINISH: PAINTED BLACK Wff EQUAL JOINTED PINE DOOR MOULDING, FINISH PAINTED SAME AS WALLS EQUAL 28'-4" ALDO'S BARRICADE STOREFRONT r r -.JOINTED PINE WOOD BASEBOARD 5/3" TH. 4" HIGH, FINISH: PAIN "BENJAMIN MOORE" #2 21-50 "PEWTER" OIL BASE SEMI 6L055 BARRICADE FRONT ELEVATION V4" = ILO" N0 &33J01S BARRICADE PLA* 1/4" =, ILO" 28'-4"ALDO'S STOREFRONT BARRICADE bk).-11•10 NOISIAICI ONicnine enNoini, 10 40 ZIOZ 9 1 ANN OBACRiddlf 3arind1100 3000 VOA 03M31A31:i CITYRIANILA MAY U 4 2012 PERMIT CENTER HAOmego \ALDO \AD012005 — South Center Shopping Town Vad\2167_1.dwg ALDO DATE MAY 01, 2012 EMIS/ISSUED ALDO / SAJO 1 L.L., BID $ PERMIT NO. DATE REVISION THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ALDO GROUP AND ITS ASSOCIATED COMPANIES TO EXPLAIN THE LAYOUT AND SERVICES REQUIREMENTS FOR THE TRADE FIXTURES OR TO EXPLAIN COMPANY CONSTRUCTION STANDARDS. ALL DIMENSIONS SHALL BE VERIFIED ON SITE. ALL ERRORS AND DISCREPANCIES SHALL BE REPORTED. TUNE .0)1/NER BEFORE PROCEEDING WITH THEWORK.. NO DIMENSIONS SHOULD BE MEASURED..ON THE DRAWING, DIMENSIONS AND AREAS ON THIS DRAWING ARE FOR INFORMATION ONLY iNek.D:FITCH, Inc. FITCH 16435 North Scottsdale Rd. Suite 195 Scottsdale, Arizona 85254 T+1 480 998 4200 F+1 480 998 7223 www.FITCH.com P.N. A17012005 ALDO G R OUP E 2300 EKE-BELANGER, MONTREAL QUEBEC, CANADA, H4R 3J4 TEL.: (514) 747-2536 FAX: (514) 747-6504 PROJET/PROJECT: ALDO SOUTHGENTER IAIESTF 1 ELL, SEATTLE, WASHINGTON TITRE/TITLE: BARRICADE PLAN PROJET NO./PROJECT NO. 2161 ECHELLE/SCALE: CONCEPT, ANNE/YEAR: AA06 DESSINE/DRAWN: A.M.J. VERIFIE/CHECKED: KS. PAGE: E3P NI ,. \, .... ,..0 3 .1\ 4 :,..„ , .,.. ALpo \ DOUBLE DOOR / / \ \ / / APPLY / / V OPE ING 04 ^ 1 N ], 3'-O" V-11" -3''„ 1 In 1 ^64 . ...1 \-- I (2x) 5LO" x ll 0" \ \ \ \ BEFORE YOUR careers@alclogroupeom FRIENDS DO. (FtESUME REFERENCE: =00 U-) ALDOSHOES.COM — ..N. s. r FINISH: PAINTED BLACK Wff EQUAL JOINTED PINE DOOR MOULDING, FINISH PAINTED SAME AS WALLS EQUAL 28'-4" ALDO'S BARRICADE STOREFRONT r r -.JOINTED PINE WOOD BASEBOARD 5/3" TH. 4" HIGH, FINISH: PAIN "BENJAMIN MOORE" #2 21-50 "PEWTER" OIL BASE SEMI 6L055 BARRICADE FRONT ELEVATION V4" = ILO" N0 &33J01S BARRICADE PLA* 1/4" =, ILO" 28'-4"ALDO'S STOREFRONT BARRICADE bk).-11•10 NOISIAICI ONicnine enNoini, 10 40 ZIOZ 9 1 ANN OBACRiddlf 3arind1100 3000 VOA 03M31A31:i CITYRIANILA MAY U 4 2012 PERMIT CENTER HAOmego \ALDO \AD012005 — South Center Shopping Town Vad\2167_1.dwg ALDO DATE MAY 01, 2012 EMIS/ISSUED ALDO / SAJO 1 L.L., BID $ PERMIT NO. DATE REVISION THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ALDO GROUP AND ITS ASSOCIATED COMPANIES TO EXPLAIN THE LAYOUT AND SERVICES REQUIREMENTS FOR THE TRADE FIXTURES OR TO EXPLAIN COMPANY CONSTRUCTION STANDARDS. ALL DIMENSIONS SHALL BE VERIFIED ON SITE. ALL ERRORS AND DISCREPANCIES SHALL BE REPORTED. TUNE .0)1/NER BEFORE PROCEEDING WITH THEWORK.. NO DIMENSIONS SHOULD BE MEASURED..ON THE DRAWING, DIMENSIONS AND AREAS ON THIS DRAWING ARE FOR INFORMATION ONLY iNek.D:FITCH, Inc. FITCH 16435 North Scottsdale Rd. Suite 195 Scottsdale, Arizona 85254 T+1 480 998 4200 F+1 480 998 7223 www.FITCH.com P.N. A17012005 ALDO G R OUP E 2300 EKE-BELANGER, MONTREAL QUEBEC, CANADA, H4R 3J4 TEL.: (514) 747-2536 FAX: (514) 747-6504 PROJET/PROJECT: ALDO SOUTHGENTER IAIESTF 1 ELL, SEATTLE, WASHINGTON TITRE/TITLE: BARRICADE PLAN PROJET NO./PROJECT NO. 2161 ECHELLE/SCALE: CONCEPT, ANNE/YEAR: AA06 DESSINE/DRAWN: A.M.J. VERIFIE/CHECKED: KS. PAGE: E3P 3' -8" 4' -5" 23' -6" i. 7' -9" REMOVE EXISTING WALL FINISH DOWN TO ORI6INAL DRYWALL SURFACE OF DEMI51N6 WALL. E6. PANELIN6, WALL COVERIN6, SLATWALL, FURRIN6, ETC. ADJACENT TENANT -(E) DEMI5IN6 PARTITION TO REMAIN 3' -0" -f (E) PARTITION FURRIN6 TO BE REMOVED 6.G. TO BE AWARE DEMOLITION IN THIS AREA IS TO BE PERFORMED BY THE LANDLORD IF IT HAS NOT ALREADY BEEN REMOVED. (N) DEMI51N6 PARTITION BY LANDLORD- I—L — — — — - -J 1 IZ - - - -J U- - - - --1 ( (E) PARTITION FURRING TO BE REMOVED ALL (E) SALES AREA FLOOR FINISHES TO BE REMOVED IN THEIR ENTIRETY. 6.G. TO GLEAN AND PREPARE EXISTIN6 CONCRETE SLAB TO RECEIVE NEW FINISHES, (TYPICAL) (N) DEMISING PARTITION BY LANDLORD (E) PARTIT ION TO BE REMOVED (E) FITTIN6 ROOM -(E) STRUCTURAL COLUMN 4 PARTITION BUILD -OUT TO REMAIN TO REMAIN (E) PARTITION FURRIN6 TO BE REMOVED L (E) PARTITION TO BE REMOVED DEMOLITION PLAN SCALE I/4' :I'- MALL SERVICE) CORRIDOR PORTION OF REAR DEMISIN6 PARTITION TO BE REMOVED (E) PARTITION FURRIN6 TO BE REMOVED J (E) SALES I L* REMOVE EXISTING CASHWRAP 4 BAGKWRAP NOTE ALL SALES AREA WALL $ FLOOR FIXTURES ARE TO BE REMOVED IN THIER ENTIRETY. \-ALL (E) SALES AREA FLOOR FINISHES TO BE REMOVED IN THEIR ENTIRETY. 6.C. TO GLEAN AND PREPARE EXISTING CONCRETE SLAB TO RECEIVE NEW FINISHES, (TYPICAL) (E) STRUCTURAL COLUMN $ PARTITION BUILD -OUT TO REMAIN TO REMAIN (E) SALES I (E) RECESSED STOREFRONT FLOOR FINISH TO BE REMOVED IN ITS ENTIRETY 1 111 111 111 111 11 111 (E) PARTITION FURRING TO BE REMOVED 11 11 111 1 t -(E) DEMISING PARTITION TO REMAIN ADJACENT TENANT (E) STRUCTURAL COLUMN TO REMAIN 22' -9" FLOOR FINISHES : REMOVE AND DISPOSE OF ALL EXISTING FLOOR FINISHES (CARPET, V.G.T., CERAMIC TILE, WOOD FLOORING, ETC.) INCLUDIN6 REMOVAL OF ALL ADHESIVES/BONDIN6 A6ENT5 THAT ARE FOUND UNDER THE EXISTING FLOOR FINISHES. EXISTING SLAB MUST BE CLEAN, PATCH, $ REPAIRED AND READY TO RECEIVE NEW FLOOR FINISHES. PARTITIONS : REMOVE AND DISPOSE OF ALL PARTITIONS (DRYWALL, BLOCKWALL, ETC.) AND RELATED ATTACHMENT ACCESSORIES AS OUTLINED ON THE DRAWINGS. CEILINGS REMOVE AND DISPOSE OF ALL GEILIN6 (ACOUSTIC TILE, DRYWALL, ETC.) AND RELATED ATTACHMENT ACCESSORIES AS OUTLINED ON THE DRAWINGS. STORCfRONT REMOVE AND DISPOSE OF ALL STOREFRONT ITEMS (GLAZIN6, 6LA55 DOORS, SLIDING DOOR GRILLES, ETC.) AND RELATED ATTACHMENT ACCESSORIES AS OUTLINED ON THE DRAWINGS. FIXTURES : REMOVE AND DISPOSE OF ALL FLOOR FIXTURES, DISPLAY RACKS, CASH COUNTERS, WALL HAN61N65 SYSTEMS, STORAGE UNITS, PLATFORMS, ETC., AS OUTLINED ON THE DRAWINGS. fLEC.11 IGAL : SUB-TRADE 15 TO GUT -OFF ELECTRICAL POWER. REMOVE AND DISPOSE OF ALL ELECTRICAL ITEMS SUCH AS (ELECTRICAL FIXTURES, WIRING, OUTLETS CONDUITS, ETC.) EXCEPT: TRANSFORMERS, PANELS, DISCONNECT SWITCHES AND MAIN FEEDER LINE. HVAG HVAG SUB -TRADE 15 TO EXECUTE WORKS IF PARTIAL MODIFICATIONS ARE REQUIRED TO EXISTING DUCTWORK, DEMOLITION SUB -TRADE 15 TO EXECUTE THE FOLLOWIN6: REMOVE ALL GRILLES /DIFFUSERS, FLEXIBLE DUCTWORK, AND RIGID DUCTWORK (IF RIGID DUCTWORK 15 REMOVED IN TOTALITY). ALL HVAC EQUIPMENT SUCH AS; ROOF TOP UNITS, V.A.V. BOXES, COMPRESSORS, CONDENSERS, CONTROL WIRING, ETC. ARE TO BE REMOVED BY HVAG SUB- TRADE. PLUMBING : ALL DEMOLITION WORKS PERTAINING TO THE PLUMBING WORKS 15 TO BE EXECUTED BY THE PLUMBING SUB- TRADE. SPRINKI FR . ALL DEMOLITION WORKS PERTAININ6 TO THE SPRINKLERS WORKS 15 TO BE EXECUTED BY THE SPRINKLER SUB- TRADE. GENERAL NOTES: 6.G. MUST VERIFY ALL SITE CONDITIONS BEFORE REMOVAL BEGINS. 6.G. CONTRACTOR SHALL COMPLETE SITE SURVEY AND CHEKLIST ON SHELL PLAN SUPPLIED BY TENANT, TRANSCRIBE ALL CRITICAL DIMENSIONS IN PLAN , SECTION AND OF DETAILS OF DEMISING WALL CAPS AND BULKHEAD, FORWARD IMMEDIATELY TO TENANT. 6.C. WILL VERIFY ALL EXISTING SITE CONDITIONS AND ENSURE THAT THE DEMOLITION DOES NOT INTERFERE WITH THE NEW DESIGN CONCEPT. IN THE CASE OF A RENOVATION OF AN EXISTING ALDO 6ROUP STORE , ALL ELECTRICAL ACCESSORIES, SUSPENDED FIXTURES, STOCKROOM SHELVING OR SHELVIN6 SYSTEM REMAIN THE PROPERTY OF THE ALDO GROUP. 6.G. MUST ADVISE THE ALDO GROUP BEFORE DISPOSING OF ANY ITEMS. 6.G. MUST ENSURE THAT NO DAMAGE 15 DONE TO REMAINING PARTS OF BUILDIN6. 6.G. MUST FURNISH AND INSTALL BOARDIN6 AT STOREFRONT AND MUST CONFORM WITH THE MALL CRITERIA. G.G. MUST ENSURE THAT EXISTING SPRINKLER SYSTEM 15 ADAPTED TO NEW DESIGN, AND MUST COORDINATE ALL WORK WITH MECHANICAL AND ELECTRICAL, PLUMBIN6. CONTRACTOR SHALL PATCH AND REPAIR ALL EXISTING WORK TO BE REUSED WHICH 15 AFFECTED BY DEMOLITION. IF ASBESTOS APPLIED BY PROJECTION OR TROWEL 15 FOUND DURIN6 DEMOLITION, HALT ALL RELATED WORK AND ADVISE TENANT IMMEDIATELY. ALL DEMOLITION WORK MUST BE PERFORMED BY RELATED SUB -TRADE CONTRACTOR AS OUTLINED ON THE DRAWIN65 INCLUDING BUT NOT LIMITED TO THE FOLLOWING : REMOVE EXISTING WALL FINISH DOWN TO ORIGINAL DRYWALL SURFACE OF DEMISING WALL. E6. PANELING, WALL COVERIN6, SLATWALL, FURRIN6, ETC. WALL TYPE LEGEND f/////// DEMISING WALL AND COLUMNS EXISTING WALL TO REMAIN WALL TO BE REMOVED GENERAL GONTRAGTOR NOTE, G.C. SHALL MAINTAIN EXIST. EXITS AS REQUIRED BY LOCAL AUTHORITY. 6.C. SHALL MAINTAIN @ THE JOBSITE DURIN6 DEMOLITION 4 CONSTRUCTION A MIN. OF I- 2AIOBG FIRE EXTIN6UISHER WITH 15 FEET OF WORK. 6.G. SHALL REMOVE DEBRI DAILY - COORDINATE W/ MALL PROPERTY MANA6EMENT. 6.C. SHALL DISPOSE OF DEBRI IN A LAWFUL MANNER 4 WHEN REQUIRED BY LOCAL AUTHORITY PARTICIPATE IN RECYCLING PROSRAM(5). IT 15 6.G. RESPONSIBILITY TO SHORE OR OTHERWISE BRAGE/PROTEGT EXISTING ITEMS TO REMAIN. G.C. SHALL MAINTAIN THE FIREPROOFING OF ALL STRUCTURAL ELEMENTS AS REQUIRED BY CODE. ANY DAMAGE TO EXISTING FIREPROOFIN6 SHALL BE REPAIRED/ REPLACED BY CONTRACTOR. PRIOR TO SAWGUTTING OR COREDRILLIN6 THE EXISTIN6, CONCRETE SLAB. 6.G. SHALL PERFORM NON - DESTRUCTIVE TESTING TO LOCATE REINFORGIN6 WITHIN SLAB 4 OTHER UTILITIES THAT MAY BE BELOW SLAB. 6.G. SHALL OBTAIN LANDLORD APPROVAL PRIOR TO PERFORMING ANY SAWCUTTING OR GORE DRILLING. IF ANY UTILITIES OR MAJOR STRUCTURAL REINFORCING IS IN CONFLICT W/ NEW WORK. 6.G. SHALL NOTIFY TENANT $ ARCHITECT IMMEDIATELY, (E) BULKHEAD TO REMAIN (E) STOREFRONT TENANT FACADE TO BE REMOVED ADJACENT I TENANT (E) STOREFRONT 5I6NA6E TO BE REMOVED IN ITS ENTIRETY- (E) STOREFRONT 6LAZIN6 SYSTEM TO BE REMOVED (E) CHANNEL REVEAL TO BE REMOVED (E) NEUTRAL PIER TO REMAIN (E) STOREFRONT PARTITION TO BE REMOVED -(E) DEMISING PARTITION TO REMAIN 2' -7" , (E) STOREFRONT 6LAZIN6 SYSTEM TO BE REMOVED (E) MALL NEUTRAL TO REMAIN (E) STOREFRONT PARTITION TO BE REMOVED LEASE LINE (E) STOREFRONT 6LAZIN6 SYSTEM TO BE REMOVED (E) STOREFRONT GLASS ENTRY DOORS TO BE REMOVED (E) STOREFRONT PARTITION TO BE REMOVED LEASE LINE (E) STOREFRONT 6LAZIN6 SYSTEM TO BE REMOVED (E) STOREFRONT PARTITION TO BE REMOVED (E) MALL NEUTRAL TO REMAIN (E) STOREFRONT TENANT FACADE TO BE REMOVED 4, - -11- / 0 // I /�/ /,���/ v / /1 _thiL- 1 -_,/� i!!/% - -� /� 11 0 j3j u (E) STOREFRONT 6LAZIN6 SYSTEM TO BE REMOVED DEMOLITION ELEVATION SCALE 1/4": ILO" (E) STOREFRONT PARTITION TO BE REMOVED i MALL , (E) BULKHEAD TO REMAIN (E) CHANNEL REVEAL TO BE REMOVED (E) NEUTRAL PIER TO REMAIN (E) STOREFRONT PARTITION TO BE REMOVED (E) STOREFRONT 6LA55 ENTRY DOORS TO BE REMOVED (E) STOREFRONT 6LAZIN6 SYSTEM TO SE REMOVED- Inx.-140 NOISIAIa ONlolin8 ellM)hiJo A110 ZIOZ 91 AYH 03AOaddV 3ONVIid1111o3 3q 210: 03M3IAi GITYRSTALA MAY 0 4 2012 PERMIT CENTER H: \Omega \ALDO \AD012005 — South Center Shopping Town \Cad \2167_1.dwg ALDO DATE MAY 01, 2012 EMIS /ISSUED ALDO / SAJO / L.L., BID $ PERMIT NO. DATE REVISION THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ALDO GROUP AND ITS ASSOCIATED COMPANIES TO EXPLAIN THE LAYOUT AND SERVICES REQUIREMENTS FOR THE TRADE FIXTURES OR TO EXPLAIN COMPANY CONSTRUCTION STANDARDS. ALL DIMENSIONS SHALL BE VERIFIED ON SITE. ALL ERRORS AND DISCREPANCIES SHALL BE REPORTED TO THE OWNER BEFORE PROCEEDING WITH THE WORK. NO DIMENSIONS SHOULD BE MEASURED ON THE DRAWING. DIMENSIONS AND AREAS ON THIS DRAWING ARE FOR INFORMATION ONLY AAD:FITCH, Inc. FITCH P.N. AD012005 16435 North Scottsdale Rd. Suite 195 Scottsdale, Arizona 85254 T +1 480 998 4200 F +1 480 998 7223 www.FITCH.com ALSO G R O U P E 2300 EKE- BELANGER, MO \TREAL QUEBEC, CANADA, H4R 3J4 TEL.: (514) 747 -2536 FAX: (514) 747 -6504 PROJET /PROJECT: ALDO SOUTHGENTER INESTF I ELD SEATTLE, WASH I NGTON TITRE /TITLE: DEMOLITION PLAN ELEVATION PROJET NO. /PROJECT NO. 2161 ECHELLE /SCALE: OONCEPT, ANNEE /YEAR: AA06 DESSINE /DRAWN: A.M.J. CBI 6.C. TO BE AWARE DEMOLITION IN THIS AREA 15 TO BE PERFORMED BY THE LANDLORD IF IT HAS NOT ALREADY BEEN REMOVED. (E) MECHANICAL DUCTS 4 EQUIPMENT. SEE MECHANICAL DRAWIN65 FOR DETAILS. (TYP) (E) SPRINKLER HEAD (TYP) -(E) DEMISING PARTITION TO REMAIN ADJACENT TENANT (E) SPRINKLER LINE. 6.C. TO REFER TO SPRINKLER DRAWINGS FOR MORE INFO. CONCERNING PROPOSED SCOPE OF WORK. (TYP) (E) ELECTRICAL CONDUIT. 6.C. TO REFER TO ELECTRICAL DRAWINGS FOR MORE INFO. CONCERNING PROPOSED SCOPE OF WORK. (TYP.) (E) HARD -LID CEILING, GYP. BD. SOFFITS, 4 LIGHT FIXTURES TO BE REMOVED IN THEIR ENTIRETY ALL EXISTING CEILING ACCESS PANELS ARE TO BE REMOVED IN THEIR ENTIRETY. (TYP) (E) SPRINKLER LINE. 6.C. TO REFER TO SPRINKLER DRAWINGS FOR MORE INFO. CONCERNING PROPOSED SCOPE OF WORK. (TYP) ADJACENT TENANT (E) DEMISING PARTITION TO REMAIN (E) SPRINKLER HEAD (TYP.) I EASE LINE (E) HARD -LID CEILING, GYP. BD. SOFFITS, 4 LIGHT FIXTURES TO BE REMOVED IN THEIR ENTIRETY (E) HVAC EQUIPMENT. SEE MECHANICAL DRAWINGS FOR DETAILS. (TYP) NOTE ALL EXISTING EMERGENCY LIGHTING, EXIT SI&NA6E, 4 SOUND SYSTEM EQUIPMENT ARE TO BE REMOVED IN THEIR ENTIRETY, UNLESS OTHERWISE NOTED. FOR MECHANICAL, ELECTRICAL, HVAC AND SPRINKLER MODIFICATIONS AND REMOVAL, REFER TO ENGINEERS DRAWINGS (E) SPRINKLER LINE. 6.0. TO REFER TO SPRINKLER DRAWINGS FOR MORE INFO. CONCERNING PROPOSED SCOPE OF WORK. (TYP) (E) MECHANICAL DUCTS 4 EQUIPMENT. SEE MECHANICAL DRAWINGS FOR DETAILS. (TYP) ALL EXISTING CEILING ACCESS PANELS ARE TO BE REMOVED IN THEIR ENTIRETY. (TYP.)� NOTE: G.C. TO BE AWARE THAT ALL RECESSED DOWN LIGHTS IN THE FITTING ROOM AREA ARE TO BE REMOVED IN THEIR ENTIRETY. NOTE: ALL. EXISTING LIGHT FIXTURES 4 TRACK ARE TO BE REMOVED IN THEIR ENTIRETY; UNLESS OTHERWISE NOTED. (E) MECHANICAL DUCTS 4 EQUIPMENT SEE MECHANICAL DRAWINGS FOR DETAILS. (TYP) (E) SALES I (E) STOREFRONT LIGHT FIXTURES 4 TRACK TO BE REMOVED ) STOREFRONT LIGHT FIXTURES TO BE REMOVED IN THEIR ENTIRETY. MALL (E) RECESSED STOREFRONT LIGHT FIXTURES TO BE REMOVED IN THEIR ENTIRETY (TYP) E) STOREFRONT LIGHT FIXTURES TO BE REMOVED IN THEIR ENTIRETY. DEMOLITION GEILIN6 PLAN SCALE I/4 " :I' -0" MALL SERVICE' CORRIDOR (E) DEMISING PARTITION TO REMAIN (E) PLUMBING LINE, 6.0. TO REFER TO ENGINEERING DRAWINGS FOR MORE INFO. ADJACENT I TENANT (E) MECHANICAL DUCTS 4 EQUIPMENT. SEE MECHANICAL DRAWINGS FOR DETAILS. (TYP) (E) SPRINKLER LINE. 6.G. TO REFER TO SPRINKLER DRAWINGS FOR MORE INFO. CONCERNING PROPOSED SCOPE OF WORK. (TYP) FLOOR PINISHE5 : REMOVE AND DISPOSE OF ALL EXISTING FLOOR FINISHES (CARPET, V.G.T., CERAMIC TILE, WOOD FLOORING, ETC.) INCLUDING REMOVAL OF ALL ADHESIVES/BONDING AGENTS THAT ARE FOUND UNDER THE EXISTING FLOOR FINISHES. EXISTING SLAB MUST BE CLEAN, PATCH, 4 REPAIRED AND READY TO RECEIVE NEW FLOOR FINISHES. PARTITIONS : REMOVE AND DISPOSE OF ALL PARTITIONS (DRYWALL, BLOCKWALL, ETC) AND RELATED ATTACHMENT ACCESSORIES AS OUTLINED ON THE DRAWINGS. GEILIN6S : REMOVE AND DISPOSE OF ALL CEILING (ACOUSTIC TILE, DRYWALL, ETC) AND RELATED ATTACHMENT ACCESSORIES AS OUTLINED ON THE DRAWINGS. STOREFRONT: REMOVE AND DISPOSE OF ALL STOREFRONT ITEMS (GLAZING, GLASS DOORS, SLIDING DOOR GRILLES, ETC.) AND RELATED ATTACHMENT ACCESSORIES AS OUTLINED ON THE DRAWINGS. FIXTURES REMOVE AND DISPOSE OF ALL FLOOR FIXTURES, DISPLAY RACKS, CASH COUNTERS, WALL HANGINGS SYSTEMS, STORAGE UNITS, PLATFORMS, ETC., AS OUTLINED ON THE DRAWINGS. L- EGTRIGAL : SUB -TRADE 15 TO CUT -OFF ELECTRICAL POWER. REMOVE AND DISPOSE OF ALL ELECTRICAL ITEMS SUCH AS (ELECTRICAL FIXTURES, WIRING, OUTLETS CONDUITS, ETC) EXCEPT: TRANSFORMERS, PANELS, DISCONNECT SWITCHES AND MAIN FEEDER LINE. HVAG : HVAC SUB -TRADE 15 TO EXECUTE WORKS IF PARTIAL MODIFICATIONS ARE REQUIRED TO EXISTING DUCTWORK, DEMOLITION SUB -TRADE 15 TO EXECUTE THE FOLLOWING: REMOVE ALL GRILLES /DIFFUSERS, FLEXIBLE DUCTWORK, AND RIGID DUCTWORK (IF RIGID DUCTWORK 15 REMOVED IN TOTALITY). ALL HVAC EQUIPMENT SUCH AS; ROOF TOP UNITS, V.A.V. BOXES, COMPRESSORS, CONDENSERS, CONTROL WIRING, ETC. ARE TO BE REMOVED BY HVAC SUB- TRADE. PLUh®ING ALL DEMOLITION WORKS PERTAINING TO THE PLUMBING WORKS 15 TO BE EXECUTED BY THE PLUMBING SUB- TRADE. SPRINKLER : ALL DEMOLITION WORKS PERTAINING TO THE SPRINKLERS WORKS 15 TO BE EXECUTED BY THE SPRINKLER SUB- TRADE. GENERAL NOTES: 6.C. MUST VERIFY ALL SITE CONDITIONS BEFORE REMOVAL BEGINS. 6.C. CONTRACTOR SHALL COMPLETE SITE SURVEY AND GHEKLIST ON SHELL PLAN SUPPLIED BY TENANT, TRANSCRIBE ALL CRITICAL DIMENSIONS IN PLAN , SECTION AND OF DETAILS OF DEMISING WALL CAPS AND BULKHEAD, FORWARD IMMEDIATELY TO TENANT. 6.C. WILL VERIFY ALL EXISTING SITE CONDITIONS AND ENSURE THAT THE DEMOLITION DOES NOT INTERFERE WITH THE NEW DESIGN CONCEPT. IN THE CASE OF A RENOVATION OF AN EXISTING ALDO GROUP STORE , ALL ELECTRICAL ACCESSORIES, SUSPENDED FIXTURES, STOCKROOM SHELVING OR SHELVING SYSTEM REMAIN THE PROPERTY OF THE ALDO GROUP. 6.C. MUST ADVISE THE ALDO GROUP BEFORE DISPOSING OF ANY ITEMS. 6.C. MUST ENSURE THAT NO DAMAGE 15 DONE TO REMAINING PARTS OF BUILDING. G.G. MUST FURNISH AND INSTALL BOARDING AT STOREFRONT AND MUST CONFORM WITH THE MALL CRITERIA. 6.G. MUST ENSURE THAT EXISTING SPRINKLER SYSTEM 15 ADAPTED TO NEW DESIGN, AND MUST COORDINATE ALL WORK WITH MECHANICAL AND ELECTRICAL, PLUMBING. CONTRACTOR SHALL PATCH AND REPAIR ALL EXISTING WORK TO BE REUSED WHICH 15 AFFECTED BY DEMOLITION. IF ASBESTOS APPLIED BY PROJECTION OR TROWEL 15 FOUND DURING DEMOLITION, HALT ALL RELATED WORK AND ADVISE TENANT IMMEDIATELY. ALL DEMOLITION WORK MUST BE PERFORMED BY RELATED SUB -TRADE CONTRACTOR AS OUTLINED ON THE DRAWINGS INCLUDING BUT NOT LIMITED TO THE FOLLOWING : ALL EXISTING CEILING ACCESS PANELS ARE TO BE REMOVED IN THEIR ENTIRETY. (TYP) (E) HARD -LID CEILING, GYP. BD. SOFFITS, 4 LIGHT FIXTURES TO BE REMOVED IN THEIR ENTIRETY 6lTIBiAL CONTRACTOR NOTE: 6.G. SHALL MAINTAIN EXIST. EXITS AS REQUIRED BY LOCAL AUTHORITY. 6.G. SHALL MAINTAIN @ THE JOBSITE DURING DEMOLITION 4 CONSTRUCTION A MIN. OF I- 2AIOBG FIRE EXTINGUISHER WITH 15 FEET OF WORK. G.G. SHALL REMOVE DEBRI DAILY - COORDINATE W/ MALL PROPERTY MANAGEMENT. G.G. SHALL DISPOSE OF DEBRI IN A LAWFUL MANNER 4 WHEN REQUIRED BY LOCAL AUTHORITY PARTICIPATE IN RECYCLING PRO6RAM(5). IT 15 6.G. RESPONSIBILITY TO SHORE OR OTHERWISE BRACE /PROTECT EXISTING ITEMS TO REMAIN. G.G. SHALL MAINTAIN THE FIREPROOFING OF ALL STRUCTURAL ELEMENTS AS REQUIRED BY CODE. ANY DAMAGE TO EXISTING FIREPROOFING SHALL BE REPAIRED/ REPLACED BY CONTRACTOR. PRIOR TO SAWGUTTING OR COREDRILLIN6 THE EXISTING, CONCRETE SLAB. 6.C. SHALL PERFORM NON - DESTRUCTIVE TESTING TO LOCATE REINFORCING WITHIN SLAB 4 OTHER UTILITIES THAT MAY BE BELOW SLAB. 6.0. SHALL OBTAIN LANDLORD APPROVAL PRIOR TO PERFORMING ANY SAWGUTTING OR CORE DRILLING. IF ANY UTILITIES OR MAJOR STRUCTURAL REINFORCING 15 IN CONFLICT W/ NEW WORK. 6.G. SHALL NOTIFY TENANT 4 ARCHITECT IMMEDIATELY. G.C. SHALL PROTECT IN PLACE ALL UTILITY LINES 4 EQUIPMENT THAT SERVES OTHER TENANTS WITHIN THE MALL. 6.0. TO VERIFY W/ MALL MANAGEMENT 4 IN THE CASE OF CONFLICT W/ NEW WORK, NOTIFY ARCHITECT 4 TENANT IMMEDIATELY. (E) MECHANICAL DUCTS 4 EQUIPMENT. SEE MECHANICAL DRAWINGS FOR DETAILS. (TYP) ADJACENT TENANT -(E) DEMISING PARTITION TO REMAIN p llaw 1y g EASE LINE NoISIAIa ONimin$ eIINOInI X10 ZIOZ 9 T AVW O3AO21ddd 30NVI'IdWOO 3000 ao: a3M3tA31:1 cnYRMILn MAY 0 4 2012 PERMIT CENTER H: \Omega \ALDO \AD012005 — South Center Shopping Town \Cad \2167_1.dwg ALDO DATE MAY 01, 2012 EM'S /ISSUED ALDO / SAJO / L.L., BID 4 PERMIT REGISTERED ARCHITECT NO. DATE REVISION THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ALDO GROUP AND ITS ASSOCIATED COMPANIES TO EXPLAIN THE LAYOUT AND SERVICES REQUIREMENTS FOR THE TRADE FIXTURES OR TO EXPLAIN COMPANY CONSTRUCTION STANDARDS. ALL DIMENSIONS SHALL BE VERIFIED ON SITE. ALL ERRORS AND DISCREPANCIES SHALL BE REPORTED TO THE OWNER BEFORE PROCEEDING WITH THE WORK. NO DIMENSIONS SHOULD BE MEASURED ON THE DRAWING. DIMENSIONS AND AREAS ON THIS DRAWING ARE FOR INFORMATION ONLY AAD:FITCH, Inc. FITCH P.N. A17012005 18435 North Scottsdale Rd. Suite 195 Scottsdale, Arizona 85254 T+1 480 998 4200 F +1 480 998 7223 www.FITCH.com ALSO G R O U P E 2300 EMILE- BELANGER, MONTREAL QUEBEC, CANADA, H4R 3J4 TEL.: (514) 747 -2536 FAX: (514) 747 -6504 PROJET /PROJECT: ALDO SOUTHGENTER 1NESTF 1 ELD SEATTLE, WASHINGTON TITRE /TITLE: DEMOLITION CEILING PLAN PROJET NO. /PROJECT NO. 2161 ECHELLE /SCALE: CONCEPT, ANNEE /YEAR: AA06 DESSINE /DRAWN: A.M.J. VERIFIE /NECKED: K.S. r. . Mobilier / Furniture, Aldo April -15 -12 Concept: AA 06 DETAIL DESCRIPTION OAbO Led front Iite storefront sign O062 Illuminated suspended grey bladesign 11215. 12feet x 8feet 1 hch high bci kbar kit with I44hch x 53 3 /8inch high 1K02 Left hand regular double cash kit 2A00 Typical women shoe set -up 2A01 Typical men shoe set -up 2500 Typical handbag set -up 2801 Narrow handbag set -up 2001 Iqh. Wide freestanding wall mrror 2R02 TYPE R - I Ift. Starter double armoire with white top back panel 2R06 TYPE R - I Ift. Starter triple crmore with white top back panel 2R08 TYPE R - I Ift. Add -on triple armoire with white top back panel 2U 11 TYPE U - 8ft.1 h. Narrow add -on armoire 2V10 1 Ift high Starter accessory armoire 3A22 40h. Low parson table 3A30 40h. Wide G metal table 3802 361n. Bench 3803 18in. x 18in. Bench plug in 3000 Corporate Store Accessory rack with b grIIles 3010 Floor espadrille g-IIIe kit 3KOI Eft. Long display table kit with one side opening 3K03 Oft. Long display table kit with one side opening 5A3I 40h. Window display table 5800 Ge114 display track 5003 12h. Tube poster support system 5X03 Wall mounted 144hch wile x 53 3/8 hch high Il itbox 7A00 Melamine stockroom shelving 7800 Supply armoire ® TA& REFERIN6 TO MASTER DETAIL BOOK ® TM FOR SPECIAL UNIT, SEE PAGE FP-I c5 TA6 FOR 'RELOCATED / NEW / MODIFIED' UNIT (STANDARD or SPECIAL) 1ghtbox Mobilier / Furniture, Groupe Aldo April 15th 2012 Concept: GA 05 DETAIL DESCRIPTION .8P01 Mobile 5helvhg Glipboard .8P57 24in x 16h Staff Locker 8A00 121n. Deep Shoes section Type A 8AOI 15h. Deep Shoes section Ttpe A SA02 24in. Deep Shoes section Type A SA03 28h. Deep Shoes section Tlpe A 8022 12h. Wide Shoes mobile section Tlpe G 8042 16h. Wide Shoes mobile section Type G 8600 12h. Deep Accessories section Type 6 8101 15h. Deep Mcrkethg section Type 1 8J01 15,. Deep V.P. section Type J 8K01 15h. Deep Shopping bags section Type K SNOO I2h. Deep MP3 and microwave section Type N 85002 24h. Deep E Commerce Shipping Desk Type 512 &V01 20h. Deep Accessory with doors Type V © TA6 REFERIN6 TO MASTER DETAIL BOOK ® TA6 FOR SPECIAL UNIT, SEE PAGE FD -I 5 TA6 FOR 'RELOCATED / NEW / MODIFIED' UNIT (STANDARD or SPECIAL) 6.G. 15 REQUIRED TO INSTALL A WATERPROOF MEMBRANE IN ALL WET AREAS OF THE SPACE. TENANT SHALL USE A 30 MIL POLYETHYLENE CLEAVAGE MEMBRANE (EQUAL TO NOBLESEAL TS) INSTALLED PER MANUFACTURES RECOMMENDATIONS AND ANSI A.108. MEMBRANE MUST BE EXTENDED UP THE WALL A MINIMUM OF 4" OR EQUAL TO THE HEIGHT OF THE FLOOR BASE. STOCKROOM 5FBAN61 GAPAGITY SA00 'Sae Pla 8A01 'See Plat 8A02 1Sea Play SA03 'Sea Pla IseSiG22 Play SCr42 Bat Pier 8101 Sea Pla I sJoI a Plat SKOI Plan 8N00 Sea Pla ' 85002 I5aa Pier NEW SHELVIN6 FOR SHOES NEW SHELVING FOR SHOES NEW SHELVIN6 FOR SHOES NEW SHELVING FOR SHOES NEW SHELVING MOBILE TYPE NEW SHELVIN6 MOBILE TYPE OTHER SHELVIN6 TYPE, WITH SHOE BOXES * OTHER SHELVING TYPE, WITH SHOE BOXES * OTHER SHELVIN6 TYPE, WITH SHOE BOXES * OTHER SHELVIN6 TYPE, WITH SHOE BOXES * OTHER SHELVIN6 TYPE, WITH SHOE BOXES * BOXES (WINTER) : 382 BOXES (WINTER) : 360 BOXES MINTER) : 360 BOXES (WINTER) : q00 qAO� BOXES (WINTER) : 810 BOXES (WINTER) : 18004-6-47 BOXES (WINTER) :10 BOXES (WINTER) :10 BOXES MINTER) : q0 8K01 8A00 BOXES (WINTER) :10 8N00 BOXES (WINTER) :10 6D0) 5H01'5 6OS5e tilffa 5062 TOTAL (5051 WOMEN / 2025 MEN) WES 6161 TOTAL (5112 NOM / 2414 Mel) * NOTE THESE BOXES ARE COMPILED FOR CAPACITY PURPOSES ONLY AREA STOCKROOM LOWER LEVEL: UPPER LEVEL: 5ALES AREA 817 sq. ft. (38.21 %) ( n. a. ) 1446 sq. R. (61.11 %) TOTAL AREA (LEASING): 2,3455q. ft. SEPARATE STORAGE RACK PERMIT REQUIRED All rack storage fixtures over 5' -9" high shall be installed under the provisions of a separate storage rack building permit. All rack storage fixtures greater than 8 -feet high shall have the method of anchorage /bracing designed by a professional engineer. Periodic special inspection is required in all cases during the anchorage of racks over 8 -feet in height. Special inspection requirements shall be specified on the rack permit plan. (N) ADA GRAB BARS, REFER TO DETAIL (N) TOILET (N) LAVATORY —(E) DEMISING PARTITION 1 1/2" MIN. e CRAB BAR DETAIL (E) 5/8" TYPE 'X' GYP. BD. (E) 2 1/2" STEEL SCREWS IN EACH HOLE PROVIDED IN GRAB BAR (E) I I/2" DIA. GRAB BARS PER A.D.A. REQ'D SCALE: 1 ": I' -0" (E) ESCUTCHEON NOTE: GRAB BAR TO BE ANCHORED TO SUPPORT A 250 LB. POINT LOAD. (E) NON -COMB. BLOCKING IN WALL TO SUPPORT A 250 LB. POINT ADJACENT TENANT 11 Y2" 0 rn CORNER, L CORNER, UP TO UP T UNDERSIDE OF SALES AREA GEILIN6 FINISH W/S___ N) 54" 6YPSUM BOARD OVER 3 5/8" X 206A. METAL STUD FRAMING @ 16" O.G. (E) INTERIOR PARTITION FURRING (E) DEMISIN6 PARTITION PLAN SEG. DETAIL @ CORNER COLUMN : I'-0" 8 MEN'S SECTIONS —(E) DEMI51N6 PARTITION L 60" X 60" CLEAR FLOOR SPACE (TYP.) NEW JANITOR SINK BY G.G., REFER TO DETAIL "Q" 4 "R" ON SHEET "IC" NEW DEMISING PARTITION BY LANDLORD (N) PRINKIN6 FOUNTAI (N) UNISEX TOILET ROOM 5I6NA6E, REFER TO 1 ETAILe L - air - - �A io 0 8A03 - - -er - o - �o 0 o - -� - - _ai - m da o 4 0 o • o o o coQ 0 30" X 48" CLEAR FLOOR SPACE (TOP) MOO 10' -0" H. Al-M111 AA 5C0 04) MASONITE BACKING (N) 36" WIDE BY 34" HEIGHT HANDIGA4CESSIBLE COUNTER A 0 1K02 5' -1Y4" (E) NEUTRAL PIER 04) 3/4" THICK CLEAR TEMPERED 6LAZIN6 SYSTEM (N) STOREFRONT FIXTURE DISPLAY 1 SALES AREA I E) MALL BULKHEAD ABOVE .8P01 JSTOGKROOMI 3' -10Y2' .8P01 ) %4" STOREFRONT 6LASS ENTRY DOORS RELOCATED ELECTRICAL EQUIPMENT, REFER TO ELECTRICAL DRAWINGS FOR MORE INFO. (N) 30" x 48" CLEAR FLOOR SPACE m r— -- -sr - - .- -- - o J o 4 85002 0 o 8A02 10' -0" H. \ o 10-0" H. m 4 0 STOCKROOM I 10' -o" H. 04) 4' -5 3/8" X 12' -0" X 4 3/4" SURFACE MOUNTED LIGHT BOX. 6.C. TO PROVIDE F.R.T. WD. BLOCKING AS NEEDED FOR ATTACHMENT IN (N) INTERIOR PARTITION I SALES AREA' 2 HANDBAGS SECTIONS 7' -13/4" ) FIRE EXTINGUISHER BY G.G. CAL 0 311) A 06 5CO3 A 5B00 1 SALES AREA I FIXTURE PLAN SCALE I/4 " : I' -0" (N) REA SERVICE DOOR (N) FIRE EXTINGUISHER BY 6.0. H ..0-,01 MALL SERVICE CORRIDOR 10' -0" H 0-0" 14 (N) 4' -0" X 4' -0" CLEAR DOOR CLEARANCE —(E) DEMISING PARTITION (E) STRUCTURAL GOLOUMN W/ (N) PARTITION FURRING ADJACENT TENANT —(E) DEMISING PARTITION ACCESSORY UNITS 9 WOMEN'S SECTIONS (N) ILLUMINATED STOREFRONT 516NA6E BY 516NA6E CONTRACTOR LEASE LINE N) STOREFRONT FIXTURE DISPLA1 0A60 (N) 3/4" THICK CLEAR TEMPERED 6LAZIN6 SYSTEM (E) NEUTRAL PIER NOISIAIG ONta-ttne BIHM)Inl Uo A; ZIOZ 91 AY; 03AOldda 1CINVIldVO3 3c300 VOA O3M3tA3b1 Crtrffficirtstn MAY 0 42o12 PERMIT CENTER H: \Omega \ALDO \AD012005 - South Center Shopping Town \Cad \2167_1.dwg ALDO DATE MAY 01, 2012 EMIS /ISSUED ALDO / SAJO / L.L., BID 4 PERMIT NO. DATE REVISION THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ALDO GROUP AND ITS ASSOCIATED COMPANIES TO EXPLAIN THE LAYOUT AND SERVICES REQUIREMENTS FOR THE TRADE FIXTURES OR TO EXPLAIN COMPANY CONSTRUCTION STANDARDS. ALL DIMENSIONS SHALL BE VERIFIED ON SITE. ALL ERRORS AND DISCREPANCIES SHALL BE REPORTED TO THE OWNER BEFORE PROCEEDING WITH THE WORK. NO DIMENSIONS SHOULD BE MEASURED ON THE DRAWING. DIMENSIONS AND AREAS ON THIS DRAWING ARE FOR INFORMATION ONLY AAD:FITCH, Inc. FITCH P.N. ADOI2005 18435 North Scottsdale Rd. Suite 195 Scottsdale, Arizona 85254 T +1 480 998 4200 F +1 480 998 7223 www.FITCH.com ALDO G R O U P E 2300 ENILE- BELANGER, MONTREAL QUEBEC, CANADA, H4R 3J4 TEL.: (514) 747 -2536 FAX: (514) 747 -6504 PROJET /PROJECT: ALDO SOUTHGENTER WESTF 1 ELD SEATTLE, WASHINGTON TITRE /TITLE: FIXTURE PLAN PROJET NO. /PROJECT NO. 2161 ECHELLE /SCALE: CONCEPT, ANNEE /YEAR: AA06 DESSINE /DRAWN: A.M.J. VERIFIE /CHECKED: T / J 4 85002 8A02 10-0" H. 8A02 10' -0" H. \ J 10-0" H. A 06 5CO3 A 5B00 1 SALES AREA I FIXTURE PLAN SCALE I/4 " : I' -0" (N) REA SERVICE DOOR (N) FIRE EXTINGUISHER BY 6.0. H ..0-,01 MALL SERVICE CORRIDOR 10' -0" H 0-0" 14 (N) 4' -0" X 4' -0" CLEAR DOOR CLEARANCE —(E) DEMISING PARTITION (E) STRUCTURAL GOLOUMN W/ (N) PARTITION FURRING ADJACENT TENANT —(E) DEMISING PARTITION ACCESSORY UNITS 9 WOMEN'S SECTIONS (N) ILLUMINATED STOREFRONT 516NA6E BY 516NA6E CONTRACTOR LEASE LINE N) STOREFRONT FIXTURE DISPLA1 0A60 (N) 3/4" THICK CLEAR TEMPERED 6LAZIN6 SYSTEM (E) NEUTRAL PIER NOISIAIG ONta-ttne BIHM)Inl Uo A; ZIOZ 91 AY; 03AOldda 1CINVIldVO3 3c300 VOA O3M3tA3b1 Crtrffficirtstn MAY 0 42o12 PERMIT CENTER H: \Omega \ALDO \AD012005 - South Center Shopping Town \Cad \2167_1.dwg ALDO DATE MAY 01, 2012 EMIS /ISSUED ALDO / SAJO / L.L., BID 4 PERMIT NO. DATE REVISION THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ALDO GROUP AND ITS ASSOCIATED COMPANIES TO EXPLAIN THE LAYOUT AND SERVICES REQUIREMENTS FOR THE TRADE FIXTURES OR TO EXPLAIN COMPANY CONSTRUCTION STANDARDS. ALL DIMENSIONS SHALL BE VERIFIED ON SITE. ALL ERRORS AND DISCREPANCIES SHALL BE REPORTED TO THE OWNER BEFORE PROCEEDING WITH THE WORK. NO DIMENSIONS SHOULD BE MEASURED ON THE DRAWING. DIMENSIONS AND AREAS ON THIS DRAWING ARE FOR INFORMATION ONLY AAD:FITCH, Inc. FITCH P.N. ADOI2005 18435 North Scottsdale Rd. Suite 195 Scottsdale, Arizona 85254 T +1 480 998 4200 F +1 480 998 7223 www.FITCH.com ALDO G R O U P E 2300 ENILE- BELANGER, MONTREAL QUEBEC, CANADA, H4R 3J4 TEL.: (514) 747 -2536 FAX: (514) 747 -6504 PROJET /PROJECT: ALDO SOUTHGENTER WESTF 1 ELD SEATTLE, WASHINGTON TITRE /TITLE: FIXTURE PLAN PROJET NO. /PROJECT NO. 2161 ECHELLE /SCALE: CONCEPT, ANNEE /YEAR: AA06 DESSINE /DRAWN: A.M.J. VERIFIE /CHECKED: ALDO FINISH LEGEND - 2006 ISSUED: APRIL, 2012 USA TYPE OF MATERIAL DESCRIPTION TYPE OF MATERIAL DESCRIPTION TYPE OF MATERIAL DESCRIPTION TYPE OF MATERIAL DESCRIPTION PAINT PAINT GLASS d: MIRROR 11LES "LIGHT GRAY ® (STOCKROOM FLOOR) ICI PAINTS: GLIDDEN /DULUX /DEVOE COLOR #DC 2973 "LI HT GRAY" PRODUCT DEVOE TRUE GLAZE # 4408 WATERBORN EPDXY GLOSS COATING FOR FLOOR APPLY 2 COATS AT 4 TO 5 DRY MILS PER COAT *DARK SECRET" EGGSHELL LATEX (Hoarding) Interior ICI PAINTS: GLIDDEN /DULUX /DEVOE COLOR OONN 05/000 BLACK'OARK SECRET "A 2016 APPLY ONE (1) COAT PRIMER /SEALER PRODUCT ICI ULTRA 36600 (ON NEW SURFACES) PRODUCT ICI ULTRA 9428 -0 (ON EXISTING SURFACES) APPLY TWO (2) COATS FINISH PAINT EGGSHELL LATEX PRODUCT ICI ULTRA 14010 MIRROR ED (SALES AREA) CLEAR MIRROR, CHAMFERED EDGE it" CERAMIC TILE (WASHROOM) 8" x 8" CERAMIC FLOOR TILE "DURAGRES" BY OLYMPIA COLOR: WHITE ALL GROUT TO BE i" WIDE MAXIMUM, MAPEI (SILVER) #27 ri„. ��� �q •' 0 r / i , , IC �:f & O «• ,• •p f. C " C► 0' : • e •E�`0 ► • ► 0 ; ► ' • ►' B ' / I' • "WHITE ON WHITE" EGGSHELL LATEX (Sales Area + W.C. Walls) ICI PAINTS: GLIDDEN /DULUX / DEVOE COLOR 30GY 88/014 "WHITE ON WHITE" ROLLER APPUED APPLY ONE (1) COAT PRIMER /SEALER PRODUCT PREP & PRIME PVA WALL #1030 -1200 (ON NE1h SURFACES) PRODUCT PREP & PRIME WALL #1010 -1200 (ON EXISTING SURFACES ) APPLY TWO (2) COATS FINISH PAINT EGGSHELL LATEX PRODUCT ICI DULUX #1402 SERIES � (Hoarding) Exterior APPLY TWO (2) COATS OF DULUX DIAMANT #1640 ' 6 ► " ► Aa "EBONY KING' EGGSHELL LATEX `L7 (In special case) BENJAMIN MOORE COLOR: #2132 -20 "EBONY KING" APPLY ONE (1) COAT PRIMER /SEALER PRODUCT ICI ULTRA 36600 (ON NEW SURFACES) PRODUCT ICI ULTRA 9428 -0 (ON EXISTING SURFACES) APPLY TWO (2) COATS FINISH PAINT EGGSHELL LATEX PRODUCT ICI ULTRA 14010 ���• O / Or \F;f :" «• ` METAL ► ' " ' ' �' ~~ «'' ©� •p ► For p ; ► p ; ,r • , SI ' WHITE ON WHITE' FLAT LATEX ® (Sales Area + W.C. Ceiling) ICI PAINTS: GLIDDEN /DULUX / DEVOE COLOR 30GY 88/014 "WHITE ON WHITE" ROLLER APPUED / APPLY ONE (1) COAT PRIMER SEALER () / PRODUCT PREP & PRIME PVA WALL #1030 -1200 (ON NEN SURFACES) PRODUCT PREP & PRIME WALL #1010 -1200 (ON EXISTING SURFACES) APPLY TWO (2) COATS FINISH PAINT FLAT LATEX PRODUCT ICI DULUX #1200 SERIES T GLOSSY CERAMIC TILE (SALES FLOOR FINISH) 24" X 24" CERAMIC TILE, REGAL GLOSSY GREY POLISH, BY "OLYMPIA" # NY.RG.GRY.2424.PL ALL GROUT TO BE 3/16" WIDE MAXIMUM MAPEI (SILVER) # 27 FINISH (STOREFRONT BASE) "NATURAL ANODIZED ALUMINUM" FINISH WOOD , %. , If rt 01 /� 4" I ' /8" 1'• ► . )" ' �! SALESCAREAEF FURNITURE) ( WITH EDGINGATAPE TO MATCH WHITE" NO. 505 (FIX (FIXTURES) METAL - "ROY METAL" WHITE No. PS411W75 RAL 9016 EQUIVALENT: COLOUR TO MATCH ICI PAINTS: GUDDEN/DULUX/DEVOE, COLOUR 50BG 83/009 `••a AVA �id / • . �':' ' 11 1 'WHITE ON WHITE" ® SEMI —GLOSS LATEX G sum bulkhead) (� ) PAINTS: GLIDDEN /DULUX /DEVOE COLOR 30GY 88/014 "WHITE ON WHITE" ROLLER APPUED APPLY ONE (1) COAT PRIMER /SEALER PRODUCT PREP & PRIME PVA WALL #1030 -1200 (ON NEN SURFACES) PRODUCT PREP & PRIME WALL #1010-1200 (ON EXISTING SURFACES) # ( APPLY TWO (2) COATS FINISH PAINT SEMI —GLOSS LATEX. PRODUCT ICI DULUX #1406 SERIES r; MDF RANGER PREMIUM 'OMEGA GRAY (STOREFRONT) APPLY ONE PRIMER COAT OF GRAY "OMEGA" #7909. WHEN DRY, SAND LIGHTLY WITH #320 ABRASIVE PAPER APD SPRAY GUN APPLY ONE CROSS COAT OF POLYURETHANE WITH SPRAY GUN FINISH FROM 'OMEGA" 173 -760, 20' GLOSS, AS # PER SAMPLE #1073.99 FINISH (SHOWCASE AND SHELF AT CASH) BRUSHED STAINLESS STEEL — AS PER ROY METAL SAMPLE #304 -4 EQUIVALENT: BRUSHED STAINLESS STEEL #4 FABRIC FINISH, GRAY PAINT ®(HARDWARE, ACCESSORIES AND FURNITURE) SPRAY PAINTED TIGER DRYLAC #RAL 9007 SILVER GLOSS -� , . D 0 �' ► ► E A" • 1072A '�� •, "WHITE WHITE" la LACQUER SEMIGLOSS MI (MDF shoe riser + MDF end of gables) ICI PAINTS: GLIDDEN /DULUX / DEVOE COLOR 300Y 88/014 "WHITE ON WHITE" APPLY ONE (1) COAT LACQUER UNDERCOATED PRODUCT GEMINI #U -8070 APPLY TWO (2) COATS LACQUER FINISH SEMI —GLOSS PRODUCT GEMINI #190 FINISH, GRAY PAINT �� \G7 (WALL UNIT ALUMINUM "C` EXTRUSION) SPRAY PAINTED TIGER DRYLAC #DB 703 GLIMMER (49 / 84340). RAL EQUIVALENT p024 r �r� ' :' 4/ : 4: 'WHITE ON WHITE' EGGSHELL ALKYD ® (Backbar Wall + W.C. door & Stockroom Doors) ICI PAINTS: GLIDDEN /DULUX / DEVOE COLOR 30GY 88/014 "WHITE ON WHITE" ROLLER APPLIED APPLY ONE (1) COAT PRIMER /SEALER PRODUCT PREP &PRIME PVA WALL #1030 -1200 (ON NEN SURFACES) PRODUCT PREP & PRIME WALL #1110 -1200 (ON EXISTING SURFACES) APPLY TWO (2) COATS FINISH PAINT EGGSHELL ALKYD PRODUCT ICI ULTRA —HIDE #1512 SERIES L5\ METAL FINISH MD (STOREFRONT) Apl AMERICAN PRODUCTS, BRUSHED CLEAR #1103 `� ' %' jor,dirijoioroori �� Fr % ' "WHfIE ITE" L:� SEMI —GLOSS LATEX (MDF bulkhead) ICI PAINTS: GLIDDEN /DULUX /DEVOE COLOR 300Y 88/014 "WHITE ON WHITE" ROLLER APPLIED APPLY ONE (1) COAT PRIMER /SEALER PRODUCT PREP & PRIME ALKYD #1110 -1200 APPLY TWO 2 COATS FINISH PAINT SEMI —GLOSS LATEX PRODUCT ICI( DULUX #1406 SERIES A k METAL FINISH \`7 (DISPLAY IN WINDOW) BRIGHT NICKEL WITH WAX BUFFED , , : . 1 • ► "POLYURETHANE" 4I (ANTI— GRAFFITI ," BARRIER COAT) ANTI GRAFFITI P OLYURETHANE BARRIER COATING, BY DUMOND PU 647 CLEAR FINISH APPLY 2 COA S OVER THE ALDO FINISH MENTIONED A k METAL FINISH \TIT FURNITURE ( ) BLACK METAL, MATTE 05 ROY METAL RAL EQUIVALENT #9004 ' ' ► • • 1 ,1• ■ PLATINUM STOREFRONT METAL AAMA (STOREFRONT MULLIONS) For Menu B Renovation METALLIC PAINT BY MODERN MASTERS COLOR ME591 "PLATINUM ", APPLY ONE (1) COAT EXTERIOR 100% ACRYLIC PRIMER O PRODUCT ZINSSER, BULLS EYE 123 APPLY THREE (3) COATS METALLIC FINISH BY SPRAY (FOF BEST RESULT) PAINTING ALUMINUM EXTERIOR EXPOSURE (MARQUIS): SEAL WITH TWO 2 CLEAR TOP COAT O PRODUCT "SATIN MASTER CLEAR" BY MODERN MASTERS FOR PAINTING ON STEEL PRIME W/ A COAT OF ALKYD PRIMER THEN PRIME W/ THE ACRYLIC PRIMER 'ARCTIC WHI1E' LAMINATE LI \E! (STOCKROOM ENTRANCE REVEAL) PLASTIC LAMINATE, UNIBOARD, "ARCTIC WHITE" NO. N505, DOLOMITE FINISH 6\ METAL FINISH \G7 (Walt unit) WHITE POWDER COATED STEEL, GLOSSY FINISH, BY PROTECH, POLYESTHER WHITE #PS111W2 FLOORING , ► 1 : E ' I' /ai ' ►0, ►SRS , �%• r p• p,1 • ,• 0 1 E. ' /5\ METAL FINISH \L•I (Shelves & Risers) ) DARK ROMAN COPPER V2 BY ROY METAL �� ' ' D 0 ' `' ►s :sAR� �, MDF LACQUER 'PLATINUM" ILI (STOREFRONT) COLOR TO MATCH S elPirlf:r °I �', N 11 ,► D ' Ai ' A L.J , y METAL FINISH BLACK #33 ANODIZED ALUMINUM 'STORM SOLIDI' LAMINATE �;� INN (CASH COUNTER & BACKBAR) PLASTIC LAMINATE, FORMICA, "STORM SOLIDZ" NO. 3505 -58, MATTE FINISH ►a %D ' 0►' ' �.:1 ► : R I • • IN ) rterAirrAddrir STONE V ►' ) ��.� , .•p p ) ' / D 0 U' :0. �D A r► 1 — •S G'. T ► 1 1 'N A;, " \K1 1RAFl1C WHITE" TIGER DRYLAC "TRAFFIC WHITE" AL 9016, (FIRE RESISTANT STOREFRONT) r�" 44 �" D Io %1 ' `2, MELAMINE GRAY \F %1 (REAR WALL & FILLER) PANVAL MELAMINE, "CANADIAN GREY N0. 168, SUEDE FINISH 'GRAY �;, SEMI —GLOSS ALKYD \E! (STOREFRONT DOOR & FRAME) ICI PAINTS: GLIDDEN /DULUX / DEVOE COLOR 50YY 33/065 ROLLER APPLIED APPLY ONE (1) COAT PRIMER /SEALER PRODUCT ICI DEVOE 4160 (ON STEEL SURFACES) PRODUCT ICI PREP & PRIME ALKYD #2010 -1200 (ON WOOD SURFACES) APPLY TWO (2) COATS FINISH PAINT SEMI —GLOSS ALKYD PRODUCT ICI DEVOE DEVGUARD 4306 SERIES , 'y 71 ►►� �►' ( • , 1•' 01'. • ► 0 D ► MELAMINE GRAY �\ \EI (CASH COUNTER, BACKB. &TOP OF WALL UNIT) PANVAL MELAMINE WITH FORMICA PAPER #3505 -58, "STORM SOLIDZ" oor mi - ` pa ern 0 1 •: ► L ` 6" VM p Iil\ STAINLESS LAMINATE (SALES AREA FURNITURE) PARTICLE BOARD WITH PLASTIC LAMINATE "MIRROR ALUMINUM" # 2021 BY FORMICA it n 0 . • %A • U . 7 " '' .Ahlr Aiiiii A COLOR CORE ' y (SALES AREA FURNITURE) PARTICLE BOARD WITH COLOR CORE "FORMICA" NO. 7223C -90 NEW WHITE, GLOSSY " SUNRAYS" � � (PATH STOCKROOM FLOOR) ICI PAINTS: GLIDDEN /DULUX / DEVOE COLOR 29YY 66/537 "SUNRAYS" ROLLER APPLIED PRODUCT ICI DEVOE TRUE GLAZE #4408 WATERBORNE EPDXY GLOSS COATING FOR FLOOR APPLY 2 COATS AT 4 TO 5 DRY MILS PER COAT Fre:. 1 � 0•' ' � 1 , . r 8; D• A Prr r Imo. „,,,,,fr. ►�D ' N "Or": 2' C 1 i, GLOSSY LAMINATE `'77 (SALES AREA FURNITURE) PARTICLE BOARD WITH LAMINATE "FORMICA" NO. 7197 -90 DOVER WHITE ere � ' ' ' ► ' ' S 1 1 1; VINYL VALIANT GRAY A'a \�l/ EGGSHELL LATEX (Sales Area Grey Walls) ICI PAINTS: GLIDDEN /DULUX /DEVOE COLOR 30YY 37/021 "VALIANT GRAY" ROLLER APPUED APPLY ONE (1) COAT PRIMER /SEALER PRODUCT PREP & PRIME PVA WALL #1030 -1200 (ON NEN SURFACES) PRODUCT PREP & PRIME WALL #1010 -1200 (ON EXISTING SURFACES) A PPLY TWO (2) COATS FINISH PAINT EGGSHELL LATEX ICI DULUX #1402 SERIES .� 1°I "O '« ► 7 (• lent of P�29) PLASTIC LAMINATE NEVAMAR. JETT BLACK S6053T (MATTE FINISH) r��! E T 3." ► 3 " ' C ►R 1 t • . I '. T 4PRODUCT ' • O • . S IP A I\ GREY LACQUER VII (Storefront bulkhead) POLYURETHANE M.D.F. LACQUER FINISH 15' OF GLOSS, COLOUR TO MATCH AI \r•Y ��'� 1' '' ► 1' // ►' 2 ' 10' ' 7 TORRIFIED SOLID POPLAR WITH ROUGH SAW CUT, FINISHED WITH FLAX OIL, SAMPLE # 1431.09 `, O - (GR00 IN CASH) —I PAINTED IN MILLSHOPO EGGSHELL FINISH VV/J1I;!j S 0 s r'E0 •o •D FOOT GILLE " LI SPECIAL GOMMA PAINT , r (Risers) COMMA PAINT ON M.D.F. TO MATCH ICI DULUX PAINT #A1414 BLUE BLOOD #4788 14/349 AM �\ LI WHITE LACQUER GLOSSY WHITE LACQUER MDF LACQUER FINISH, 92% OF GLOSS, COLOUR TO MATCH M/5 (RAL 9016) ACRYLIC I ' CA ► , (, • `V ,O: rr'r 1 GURU 1 4" x 8" R E D IN ' I : :0 '• ' 1 1 ' H A X #1', •1 % : FI D % : • . :0 1 .' Arl 1 AO 1'' 4 Aiiill �7 BLUE LACQUER FINISH "VINTAGE" ON POPLAR TORRIFIED ICI PAINTS # FINISHED A1414 LWITHLCL CLEAR 320DEGREES AS PROVIDED SWATCH AL50378 FINISHED D � AM � 1: °o D :p 1 /A CEILING TILE fro: ►. .�. iWAi44 •, I,��' Ord I. , 114 , . . ., I O . VrR IX'►R : '1' P IA C•: ., L .. A :1 A '" F 'IS. L , , NOTES: REFER TO GENERAL SPECIFICATIONS FOR COMPLETE FINISHES, APPLICATIONS AND PROCEDURES REVIEWED FOR c,P3DE COMPLIANCE } APPROVED MAY 16 2012 • City of Tukwila BUILDING DIVISION crtYRSMu► MAY 012012 PERMIT CENTER H: \Omega \ALDO \AD012005 — South Center Shopping Town \Cad \2167_1.dwg ALDO DATE MAY 01, 2012 EMIS /ISSUED ALDO / SAJO / L.L., BID 4 PERMIT NO. DATE REVISION THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ALDO GROUP AND ITS ASSOCIATED COMPANIES TO EXPLAIN THE LAYOUT AND SERVICES REQUIREMENTS FOR THE TRADE FIXTURES OR TO EXPLAIN COMPANY CONSTRUCTION STANDARDS. ALL DIMENSIONS SHALL BE VERIFIED ON SITE. ALL ERRORS AND DISCREPANCIES SHALL BE REPORTED TO THE OWNER BEFORE PROCEEDING WITH THE WORK. NO DIMENSIONS SHOULD BE MEASURED ON THE DRAWING, DIMENSIONS AND AREAS ON THIS DRAWING ARE FOR INFORMATION ONLY AAD:FITCH, Inc. FITCH P.N. ADO 12005 16435 North Scottsdale Rd. Suite 195 Scottsdale, Arizona 85254 T +1 480 998 4200 F +1 480 998 7223 www.FITCH.com ALSO G R 0 U P E 2300 Ev1ILE- BELANGER, MONTREAL QUEBEC, CANADA, H4R 3J4 TEL.: (514) 747 -2536 FAX: (514) 747 -6504 PROJET /PROJECT: ALDO SOUTHGENTER INESTF I ELD SEATTLE, WASH I NGTON TITRE /TITLE: FINISHED SCHEDULE PROJET NO. /PROJECT NO. 2161 CCHELLE /SCALE: CONCEPT, ANNEE /YEAR: AA06 DESSINE /DRAWN: A.M.J. VERIFIE /CHECKED: .; K.S. PAGE: IA 111 -4" U/5 OF 5ALE5 AREA CEILING 1 SALES AREA' ' -0 1/2 /AEI 1 if hl\\\ Ss: ss$ 6616. 004 0% 10 °O $/ U/5 OF STOCKROOM ENTRY (ij 2" MELAMINE PANEL 4" HIGH CERAMIC TILE 1.7 FINISHED FLOOR -GYP. BD. CEILING AA / 4' -O" \ PANEL 4' -O" \ PANEL INTERIOR ELEVATION (STOCKROOM ENTRY) 1/2" = I' -0" 1' -2" PANEL 11' -4" ///////////////////////////////////////////////////////////////////////////////// / / / / / / / / / / / / / / / / / / / / / / / / / / / / /// //AIM / / / / / / / / /// GEILIN6 �d WALL BEHIND WALL GEILIN6 `� "� FIXTURES TO BE PAIN • �� ' WHERE VISIBLE ONLY A U/5 OF SALES AREA GEILIN6 STOCKROOM ENTRY WALL (N) INTERIOR PARTITION, REFER TO WALL TYPES FOR MORE INFO.-, OI -011 FINISHED FLOOR (E) DEMISING PARTITION 7800/ AA 0 1D75 64" x�a2 162egrK x 813mm 64" x.b2 1626m r�i x 813mm 323 813 m x 13mm 4" HIGH GERAMI TILE INTERIOR ELEVATION (RIGHT SIDE) AA 0 2A011 1/4" : (E) INTERIOR PARTITION FURRIN6, REFER TO WALL TYPE: FOR MORE INFO (E) DEMISING PARTITION (E) INTERIOR PARTITION FURRING, REFER TO WALL TYPES FOR MORE INFO. AA 0 2R02) A 06 2A01 2R08 2A01 '/' 1 1 64" x2"� 1622 m rr'i x 813mm 32" x/31 813 m x 13mm 0 _ 01 6 2A01 A 1 r 5802 A 5CO3 1. 1 1 (E) MALL BULKHEAD B.O. MALL BULKHEAD 1 JU/5 OF NEW SOFFIT -LINE OF NEUTRAL PIER BEYOND MALL �N) 3/4" THICK CLEAR TEMPERED 6LAZIN6 SYSTEM 0 5A31 (N) FIRER ALARM PULL STATION, REFER TO EN6INEERIN6 DRAWINGS FOR MORE INFO. LLEASE LINE OI -0" FINISHED FLOOR A O6 2801 INTERIOR ELEVATION (REAR) A Ofi 2U11 1/4" = I' -0" ■ '\-(N)Y" MELAMINE PANEL GYP. BD. CEILING Ai U/5 OF SALES AREA CEILING ' -0 1/2 j U/5 OF c STOCKROOM ENTRY 0 1 SALES AREA 4" HIGH CERAMIC TILE 0' -0" 1' -2" PANEL 4' -O" PANEL 4' -O" PANEL INTERIOR ELEVATION (STOCKROOM ENTRY) I/2" = I'-0" 4' -O" PANEL FINISHED FLOOR AA 0i 2U11 / OPP. HAND (E) MALL BULKHEAD 1 B.O. MALL BULKHEAD (N) TENANT 1 BULKHEAD 1 RTITION, TYPES FINISHED FLOOR 2R06 AA 0 2A01 11' -4" 4" HI6H GERAMI TILE FINISHED FLOOR - (N) 4" HIGH GLAZING BASE, FINISH Mik Yr EXIST. DEMISING WALL (N) 3/4" THICK CLEAR TEMPERED STOREFRONT 6LAZIN6 04) INTERIOR PARTITION FURRING 4" HIGH CERAMIC TILE re r' INALL TO PA NTE12 BE AA GEILIN6 AV 1 II' -411 U/5 OF SALES AREA GEILIN6 - %y �� '% 440 II • p1. N) 3/4" THICK CLEA; GEIL6 AA TEMPERED 6LAZIN6 �'7 TRANSOM I II se0o o C5CO3� / I- ii DEMISING PARTITION XIST. INT RIOR PARTITION FURRING (N) 4" HI6H AA (N) INTERIOR PEXIST. REFER TO INALL FOR MORE FC SBOO o. KW /EXIST. % � / U/5 OF SALES AREA GEILIN6 (N) INTERIOR PARTITION FURRI DEMISING I I / / / / - WALL A (N) 3/4A 5 E REFRO MAIL ii...r.... of 0.... • n A31 ' A o � ( I \ l r �N10RGY RlNALL I (N) 4" CRAMIC TILE k GRAMIG TILE NII FINISHED FLOOR A O6 2801 INTERIOR ELEVATION (REAR) A Ofi 2U11 1/4" = I' -0" ■ '\-(N)Y" MELAMINE PANEL GYP. BD. CEILING Ai U/5 OF SALES AREA CEILING ' -0 1/2 j U/5 OF c STOCKROOM ENTRY 0 1 SALES AREA 4" HIGH CERAMIC TILE 0' -0" 1' -2" PANEL 4' -O" PANEL 4' -O" PANEL INTERIOR ELEVATION (STOCKROOM ENTRY) I/2" = I'-0" 4' -O" PANEL FINISHED FLOOR AA 0i 2U11 / OPP. HAND (E) MALL BULKHEAD 1 B.O. MALL BULKHEAD (N) TENANT 1 BULKHEAD 1 RTITION, TYPES FINISHED FLOOR 2R06 AA 0 2A01 11' -4" 4" HI6H GERAMI TILE FINISHED FLOOR - (N) 4" HIGH GLAZING BASE, FINISH Mik Yr EXIST. DEMISING WALL (N) 3/4" THICK CLEAR TEMPERED STOREFRONT 6LAZIN6 04) INTERIOR PARTITION FURRING 4" HIGH CERAMIC TILE (N) 6" HIGH WINDOW FRAMIN6 INTERIOR ELEVATION (FRONT) 1/4" : I' -0' t WALL BEHIND WALL FIXTURES TO BE PAIN WHERE VISIBLE ONLY U/5 OF SALES AREA GEILIN6 STOCKROOM ENTRY WALL (N) INTERIOR PARTITION, REFER TO WALL TYPES FOR MORE INFO. 0' -0" FINISHED FLOOR 64" x2 1625)rnT fi x 813mm r• . e v. 4 h / L 04) I/2" MELAMINE PANELING UP t8' -0" A.F.F. T • \7 1 SALES AREA I 4" HIGH GERAMI TILE INTERIOR ELEVATION (RIGHT SIDE) I/4" = I' -0" 0 2R02 4" 1-116H CERAMIC TILE \1I (N) Y2' THICK CLEAR TEMPERED 6LAZIN6 ENTRY DOORS (N) 1/2" MELAMINE PANELING UP TO +8';Q;' A.F.F (N) HI6H WINDOW (� FRAMING 4" HIGH CERAMIC TILE (N) 6' -0" X 6' -6" X 4 3/4" SURFACE MOUNTED LIGHT BOX Q, reLV WALL TO BE PAINTED/ CEILING 7>7 ALDO AA os OD62) LIGHT BOX . -� 1 - <3 -36 58mm x 136 mm- A 06 5X03) L(N) 4" HIGH GERAMI TILE INTERIOR ELEVATION (REAR) 1/4" = I' -0" 06 D75. 1 r pr 6 U/5 OF SALES AREA GEILIN6 EXIST. DEMI51N6 PARTITION lr (N) 4" HIGH CERAMIC TILE go U/5 OF NEW SOFFIT I LINE OF NEUTRAL PIER BEYOND---3 (N) 3/4" THICK CLEAR TEMPERED 6LAZIN6 SYSTEM LEASE OPP. HAND 0'-0" FINISHED FLOOR / sill/ iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiA rAA,Ate/Aelry Fr. Pow r WALL BEHIND WALL A 0 5B02 GEILIN6 r, i � A r T A FIXTURES TO BE PAIN D j7 WHERE VISIBLE ONLY FINISHED FLOOR A 08 5CO3 �, A 06 5A31 64" x 2' 1625mnx813mm 32" x/32i 813 m x 13mm _ = /7/ 1 // I / /y 64" x .-2 1626m rfi x 813mm 32" x/3 813 m x 13mm = _ 4" HI6H CERAMIC / TILE \ INTERIOR ELEVATION - (LEFT SIDE) I/4" = I' -0" AA 0 2A00 AA 0 2R06 A00 A 06 2D01. A 0 2A00 LC/,‘ 0 AA 06 2R066 2A00 64" x 2"-- 162Em rri x 813mm 32" x/3/1 813m x 13mm O = s // 06 2D01 AA 06 2R06 AA 0 2A00 AA 06 2D01 14 06 2V10 U/5 OF SALES AREA GEILIN6 1STOCKROOMI (N) INTERIOR PARTITION, REFER TO WALL TYPES FOR MORE INFO. FINISHED FLOOR 4" HI6H CERAMIC TILE g REVIEWED FOR DE COMPLIANCE APPROVED MAY 16 2012 • City of Tukwila BUILDING DIVISION artfflatitiu► MAY 0 4 2012 PERIuNTCFNTEft H: \Omega \ALDO \AD012005 — South Center Shopping Town \Cad \2167_1.dwg ALDO DATE MAY 01, 2012 EMIS /ISSUED ALDO / 5AJ0 / L.L., BID 4 PERMIT REGISTERED ARCHITECT BLAIR S. LEACH STATE OF WASHINGTON NO. DATE REVISION THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ALDO GROUP AND ITS ASSOCIATED COMPANIES TO EXPLAIN THE LAYOUT AND SERVICES REQUIREMENTS FOR THE TRADE FIXTURES OR TO EXPLAIN COMPANY CONSTRUCTION STANDARDS. ALL DIMENSIONS SHALL BE VERIFIED ON SITE. ALL ERRORS AND DISCREPANCIES SHALL BE REPORTED TO THE OWNER BEFORE PROCEEDING WITH THE WORK. NO DIMENSIONS SHOULD BE MEASURED ON THE DRAWING. DIMENSIONS AND AREAS ON THIS DRAWING ARE FOR INFORMATION ONLY AAD:FITCH, Inc. FITCH P.N. AD012005 18435 North Scottsdale Rd. Suite 195 Scottsdale, Arizona 85254 T +1 480 998 4200 F +1 480 998 7223 www.FITCH.com ALSO G R O U P E 2300 Ev ILE- BELANGER, MONTREAL QUEBEC, CANADA, H4R 3J4 TEL.: (514) 747 -2536 FAX: (514) 747 -6504 PROJET /PROJECT: ALDO SOUTHGENTER WESTF 1E1_0 SEATTLE, WASHINGTON TITRE /TITLE: INTERIOR ELEVATIONS PROJET NO. /PROJECT NO. 2161 rCHELLE /SCALE: CONCEPT, ANNEE /YEAR: AA06 DESSINE /DRAWN: A.M.J. VERIFIE /NECKED: 3.. K.S. PAGE: IB 01, 2 / 4 JI P///d 1 II' -411 ! 1� �� N) 3/4" THICK CLEA; GEIL6 AA TEMPERED 6LAZIN6 �'7 TRANSOM I II se0o o C5CO3� / I- , , SBOO o. KW /EXIST. % � / U/5 OF SALES AREA GEILIN6 (N) INTERIOR PARTITION FURRI DEMISING I I / / / / - WALL A (N) 3/4A 5 E REFRO MAIL ii...r.... of 0.... • n A31 ' A o � ( I \ l r (N) 6" HIGH WINDOW FRAMIN6 INTERIOR ELEVATION (FRONT) 1/4" : I' -0' t WALL BEHIND WALL FIXTURES TO BE PAIN WHERE VISIBLE ONLY U/5 OF SALES AREA GEILIN6 STOCKROOM ENTRY WALL (N) INTERIOR PARTITION, REFER TO WALL TYPES FOR MORE INFO. 0' -0" FINISHED FLOOR 64" x2 1625)rnT fi x 813mm r• . e v. 4 h / L 04) I/2" MELAMINE PANELING UP t8' -0" A.F.F. T • \7 1 SALES AREA I 4" HIGH GERAMI TILE INTERIOR ELEVATION (RIGHT SIDE) I/4" = I' -0" 0 2R02 4" 1-116H CERAMIC TILE \1I (N) Y2' THICK CLEAR TEMPERED 6LAZIN6 ENTRY DOORS (N) 1/2" MELAMINE PANELING UP TO +8';Q;' A.F.F (N) HI6H WINDOW (� FRAMING 4" HIGH CERAMIC TILE (N) 6' -0" X 6' -6" X 4 3/4" SURFACE MOUNTED LIGHT BOX Q, reLV WALL TO BE PAINTED/ CEILING 7>7 ALDO AA os OD62) LIGHT BOX . -� 1 - <3 -36 58mm x 136 mm- A 06 5X03) L(N) 4" HIGH GERAMI TILE INTERIOR ELEVATION (REAR) 1/4" = I' -0" 06 D75. 1 r pr 6 U/5 OF SALES AREA GEILIN6 EXIST. DEMI51N6 PARTITION lr (N) 4" HIGH CERAMIC TILE go U/5 OF NEW SOFFIT I LINE OF NEUTRAL PIER BEYOND---3 (N) 3/4" THICK CLEAR TEMPERED 6LAZIN6 SYSTEM LEASE OPP. HAND 0'-0" FINISHED FLOOR / sill/ iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiA rAA,Ate/Aelry Fr. Pow r WALL BEHIND WALL A 0 5B02 GEILIN6 r, i � A r T A FIXTURES TO BE PAIN D j7 WHERE VISIBLE ONLY FINISHED FLOOR A 08 5CO3 �, A 06 5A31 64" x 2' 1625mnx813mm 32" x/32i 813 m x 13mm _ = /7/ 1 // I / /y 64" x .-2 1626m rfi x 813mm 32" x/3 813 m x 13mm = _ 4" HI6H CERAMIC / TILE \ INTERIOR ELEVATION - (LEFT SIDE) I/4" = I' -0" AA 0 2A00 AA 0 2R06 A00 A 06 2D01. A 0 2A00 LC/,‘ 0 AA 06 2R066 2A00 64" x 2"-- 162Em rri x 813mm 32" x/3/1 813m x 13mm O = s // 06 2D01 AA 06 2R06 AA 0 2A00 AA 06 2D01 14 06 2V10 U/5 OF SALES AREA GEILIN6 1STOCKROOMI (N) INTERIOR PARTITION, REFER TO WALL TYPES FOR MORE INFO. FINISHED FLOOR 4" HI6H CERAMIC TILE g REVIEWED FOR DE COMPLIANCE APPROVED MAY 16 2012 • City of Tukwila BUILDING DIVISION artfflatitiu► MAY 0 4 2012 PERIuNTCFNTEft H: \Omega \ALDO \AD012005 — South Center Shopping Town \Cad \2167_1.dwg ALDO DATE MAY 01, 2012 EMIS /ISSUED ALDO / 5AJ0 / L.L., BID 4 PERMIT REGISTERED ARCHITECT BLAIR S. LEACH STATE OF WASHINGTON NO. DATE REVISION THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ALDO GROUP AND ITS ASSOCIATED COMPANIES TO EXPLAIN THE LAYOUT AND SERVICES REQUIREMENTS FOR THE TRADE FIXTURES OR TO EXPLAIN COMPANY CONSTRUCTION STANDARDS. ALL DIMENSIONS SHALL BE VERIFIED ON SITE. ALL ERRORS AND DISCREPANCIES SHALL BE REPORTED TO THE OWNER BEFORE PROCEEDING WITH THE WORK. NO DIMENSIONS SHOULD BE MEASURED ON THE DRAWING. DIMENSIONS AND AREAS ON THIS DRAWING ARE FOR INFORMATION ONLY AAD:FITCH, Inc. FITCH P.N. AD012005 18435 North Scottsdale Rd. Suite 195 Scottsdale, Arizona 85254 T +1 480 998 4200 F +1 480 998 7223 www.FITCH.com ALSO G R O U P E 2300 Ev ILE- BELANGER, MONTREAL QUEBEC, CANADA, H4R 3J4 TEL.: (514) 747 -2536 FAX: (514) 747 -6504 PROJET /PROJECT: ALDO SOUTHGENTER WESTF 1E1_0 SEATTLE, WASHINGTON TITRE /TITLE: INTERIOR ELEVATIONS PROJET NO. /PROJECT NO. 2161 rCHELLE /SCALE: CONCEPT, ANNEE /YEAR: AA06 DESSINE /DRAWN: A.M.J. VERIFIE /NECKED: 3.. K.S. PAGE: IB 8' -0" U/5 OF (N) TOILET ROOM CEILING (E) DEMISING PARTITION (N) LAVATO RY 6 MIRROR N 0' -0" J U z §1 I :r FINISHED FLOOR DASHED LINE INDICATES WHEEL GLEARENGE REQUIRED BY CODE INTERIOR ELEVATION 1/4" : I' -0" (N) 4" HIGH BASE 5/8' TH. WHITE MELAMINE ADJUSTABLE SHELVES ON SURFACE MOUNTED STANDARDS AND SUPPORT BRACKETS, SEE (N) INTERIOR PARTITION (N) 5/e" GYPSUM BD. WATT RESISTANT TO BE R AINTED, FINISH (E) DEMISING PARTITION (N) FAUCET BY 6.G. 548' TH. WHITE MELAMINE ADJUSTABLE SHELVES ON SURFACE MOUNTED STANDARDS AND SUPPORT BRACKETS, SEE kA vIrW (N) INTERIOR PARTITION (N) DOOR 4 FRAME W/ FINISH ( i e 3, -0" 8' -0" INTERIOR ELEVATION 1/4" = I'-0" -OPEN TO BEYOND (N) TOILET ROOM INTERIOR PARTITION (N) MOP RACK BY 6.G. 12" (N) INTERIOR PARTITION TO A HEIGHT OF 4' -0" 6.0 TO APPLY NEW -4_ F.R.P. ON MOP SINK SIDE ONLY (N) 2' -0" X 2' -0" MOP SINK. 6.C. TO SEAL ALL ED6E5 OF MOP SINK A6ANIST WALL W/ CAULKING SEALANT MOP SINK ELEVATION I/4" = I' -0' (N) 4" HIGH BASE U/5 OF (N) TOILET ROOM CEILING (E) DEMISING PARTITION (N) 5/e' GYPSUM BD. WATER RESISTANT TO BE RJ3?AINTED, FINISH FINISHED FLOOR (N) INTERIOR PARTITION TO A HEI6HT OF 4' -0" A.F.F. 6.G TO APPLY NEW F.R.P. ON MOP SINK SIDE ONLY 548' TH. WHITE MELAMINE ADJUSTABLE SHELVES ON SURFACE MOUNTED STANDARDS AND SUPPORT BRACKETS, SEE R4F RAF (N) INTERIOR PARTITION w zw D w rn 42" MIN. 8' -D" U/5 OF (N) TOILET ROOM CEILING (E) DEMISING PARTITION (N) %" 6YPSUM BD. WATER RESISTANT TO BE R PAINTED, FINISH (N) GRAB BAR 0' -0" (N) 4" HI6H BASE INTERIOR ELEVATION I/4' : 11-0" E) DEMISING PARTITION (N) TOILET ROOM PARTITION (N) F.R.P. PANEL ON EXISTING PARTITION (N) FAUCET . BY G.G. (N) 2' -0" X 2' -0" MOP SINK. G.G. TO SEAL ALL EDGES OF MOP SINK AGANIST WALL W/ CAULKING SEALANT MOP SINK ELEVATION I/4" = —(N) TOILET .zR. FINISHED FLOOR co 41: \ — io 2,0 l 1 1 I 1 1 \ I 1 I Z 11 I I SHELVING SECTION (TOILET ROOM) (E) INTERIOR PARTITION U/5 OF (N) TOILET ROOM CEILING (N) %" GYPSUM BD. WATER RESISTANT TO BE R PAINTED, FINISH WV (N) 6RAB BAR (0 M 0' -0" r- 4" — 6 " M I N TO MIX IE■ / 3' —O" X z X 1) D.4 ft 14 g r. M 16" MIN L 5/e" TH. WHITE MELAMINE ADJUSTABLE SHELVES ON SURFACE MOUNTED STANDARDS AND SUPPORT BRACKETS, SEE (N) INTERIOR PARTITION (N) LAVATORY 4 MIRROR FINISHED FLOOR e" TH. X 12" D. WHITE 4ELAMINE ADJUSTABLE HELVES. TO BE ,CREWED ON SUPPORT fRAGKET FROM NDERNEATH. SUPPORT BRACKET LEFT 4 RIGHT) 12 ", ANOCHROME FINISH, * 8312143 FROM N tIGHELIEU OR EQUAL. G SURFACE MOUNTED STANDARD (TO BE NSTALLED ®36" C/G NAX) 36" (CUT IN TWO NHERE NEEDED), NOCHROME FINISH, * 336143 FROM tICHELIEU OR EQUAL. VOTE: PROVIDE END CAP OR EACH STANDARD,* X6126 FROM RICHELIEU R EQUAL. 3/4" : I'-0" a 16" z MIN. INTERIOR ELEVATION (N) TOILET BASE �(N) 4" HIGH 1/4" : I' -0" e 5URFAGE MOUNTED STANDARD (TO BE INSTALLED ®36" C/C MAX) 36" (CUT IN TWO WHERE NEEDED), ANOCHROME FINISH, * 8336143 FROM RICHELIEU OR EQUAL. PPORT BRACKET (LEFT 4 RIGHT) 12 ", ANOCHROME FINISH,* 18312143 FROM RICHELIEU OR EQUAL. OTE: PROVIDE END GAP FOR EACH STANDARD, * 06126 FROM RICHELIEU OR EQUAL. SHELVING BRACKETS (TOILET ROOM) N.T.S. milolossassommolowwwwwimislimisimumgor REVIEVVED FOR ,CODE COMPLIANCE 1 APPROVED MAY 1. 2012 11q City of Tukwila BUILDING DIVISION cmrn Mar u 5 2012 PERMIT CENTER H: \Omega \ALDO \AD012005 — South Center Shopping Town \Cad\2167_1.dwg ALDO DATE MAY 01, 2012 EMIS /ISSUED ALDO / 5AJO / L.L., BID 4 PERMIT NO. DATE REVISION THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ALDO GROUP AND ITS ASSOCIATED COMPANIES TO EXPLAIN THE LAYOUT AND SERVICES REQUIREMENTS FOR THE TRADE FIXTURES OR TO EXPLAIN COMPANY CONSTRUCTION STANDARDS. ALL DIMENSIONS SHALL BE VERIFIED ON SITE. ALL ERRORS AND DISCREPANCIES SHALL BE REPORTED TO THE OWNER BEFORE PROCEEDING WITH THE WORK. NO DIMENSIONS SHOULD BE MEASURED ON THE DRAWING. DIMENSIONS AND AREAS ON THIS DRAWING ARE FOR INFORMATION ONLY AAD:FITCH, Inc. FITCH P.N. AD012005 18435 North Scottsdale Rd. Suite 195 Scottsdale, Arizona 85254 T +1 480 998 4200 F +1 480 998 7223 www.FITCH.com ALDO G R O U P E 2300 EVILE—BELANGER, MONTREAL QUEBEC, CANADA, H4R 3J4 TEL.: (514) 747 -2536 FAX: (514) 747 -6504 PROJET /PROJECT: ALDO SOUTHGENTER WESTF I ELD SEATTLE, WASHINGTON TITRE /TITLE: INTERIOR ELEVATIONS PROJET NO. /PROJECT NO. 2161 ECHELLE /SCALE: QONCEPT, ANNEE /YEAR: AA06 DESSINE /DRAWN: A.M.J. VERIFIE /CHECKED: K.S. PAGE: IC EQ. EQ. 1' -6" (N) %" THICK (N) FANLIGHT GYP. BD. COMBO CEILING ADJACENT' TENANT MOUNT 12' -0" A.F.F. (TYPICAL)— 3X GAT5 FOR "FIND" SYSTEM. G.C. TO BRING CONDUIT WITH 3 LOOSE CATS WITH 4 FEET EXTRA LEN6HT AT ALCOVE. ELECTRICIAN TO PROVIDE AN OUTLET IN THE WALL BESIDE CATS (HEIGHT OF GAT5 AND OUTLET 5 FEET HIGH) ONE ELECTRICAL OUTLET FOR SOUND SYSTEM MOUNTED HORIZONTALLY AT 5' -6" A.F.F., THE SECOND OUTLET MOUNTED AT 4' -0" A.F.F., ALL REMAINING OUTLETS MOUNTED AT 5' -6" A.F.F. 3' -6" IX GAT5 FOR "FIND ". 6.C. TO BRING CONDUIT WITH ONE LOOSE GAT5 WITH 20 FEET OF EXTRA LEN6HT AT BOTTOM OF THIS ARMOIRE 34' -6" fl SI –1 4' -0" i 4' -0" (N) 5/5" TYPE SUSP. GYP. BD. SOFFIT (E) NEUTRAL PIER GYPSUM CEILING OUNTED SUSPENDED STOCKROOM LIGHTING AT 12' -0" A.F.F., (TYPICAL) MOUNT 1' -6" A.F.F. J SALES AREA' (N) BLACK CABINET: b.G. TO INSTALL BLACK CABINET BESIDE ELECTRICAL PANEL. ALDO IT DEPARTMENT WILL PROVIDE AND SHIP CABINET TO THE SITE. ALL CATS CABLES, FROM GASH COUNTER AND "FIND" SYSTEM TO ALL COME TO THIS CABINET. CABINET TO BE MOUNTED AT 1 -0" A.F.F. (R) ELECTRICAL SERVICES (REFER TO ENGINEERING PLANS) MOUNT @ 1 I' -6" A.F.F. 4' -4" 4' -0" GYP. BD. SOFFIT 6 P. BD. owl 1 1 L — — –b– — — –b– — — –H — — t' (1) NEW GAT5 CABLE PLUS (I) DUPLEX OUTLET I.J N)24 "X 24" ACC S PANEL G o�l oPEN �_T � T---- T - - - -� - I 1 = 1 �OPENTO l —� - - -- 1 - - - -� -MOUNT to 12'-0" A.F.F. (TYPICAL) A JSTOCKROOMI REFLECTED CEILING PLAN 1/4" = 1' -0" MALL SERVICE CORRIDOR SUSPENDED STOCKROOM LIGHTING AT 12' -0" A.F.F., (TYPICAL) (N) 5/S" TYPE 5U5P. 6YP. BD CEILING 2' -5° THROUGHOUT SALES AREA 4' -1" 5 /e" GYP. BD. SOFFIT -(E) MALL BULKHEAD GYP. BD CEILING OUNTED (E) NEUTRAL PIER Z l / / / / z W�L- >Z�w \ M' W M �WC W U d 8 r • Q = U WF W W W �,�„o I , FAN + LIGHT COMBO — — I I I I J I �/ \\ I / l �.. •. . . . . . .'.• .• • • • • .• , • • .'.• .• • • • ••••. , . , • • 2 x 3/4" THICK UNFINISH PLYWOOD PANEL 81_0ii METAL STUDS INSTALLED 16 GIG. ® TYPICAL 5/8" THICK GYPSUM BOARD, TYPE X, PAINTED So TYPICAL TOILET CEILING SECTION 3" = 1' -0" 46' -8" IX CATS FOR "FIND ". G.G. TO BRING CONDUIT WITH ONE LOOSE GAT5 WITH 20 FEET OF EXTRA LEN6HT AT BOTTOM OF THIS ARMOIRE 6.G. TO PROVIDE REINFORCEMENT AS REQUIRED SELF - TAPPING SCREWS (TYP.) 2' -0 3/8" ROUGH OPENING 2' -0" ACCESS PANEL DIMENSION I DRYWALL BEAD rl DRYWALL CEMENT TYPICAL AROUND WALL OPENING e ACCESS PANEL CEILING PANEL 3" = 1' -0" Z 0 5/5" METAL STUD W/ F.R. WOOD BLOCKING TYPICAL ® PANEL ROUGH OPENING Z 14 ga. METAL DOOR, FINISH 24" x 24" RECESSED ACCESS PANEL SERIES: KDW BY KARP ASSOCIATES, INC. (OR EQUIVALENT APPROVED) 5/5" GYPSUM BD. FINISH �A. CONCEALED PIANO HINGE (1-17-4 " STORE GEILIN6 ASPD E.H. PRICE AIR DIFFUSER MOUNTING CLIP 1 1/2" CHANNEL ® 4' -0" c.c. MAX. AIR DIFFUSER SUPPORT DETAIL 1 1/2" = I'-0" E.H. PRICE, 5PF STEEL SURFACE MOUNT ADAPTOR FRAME FOR DRYWALL CEILING I" THICK, PAINTED GYPSUM BOARD REVIEWED FOR ODE COMPLIANCE APPROVED MAY 1 R 2012 City of Tukwila BUILDING DIVISION crtvRKMARA MAY 0 4 2012 PERMIT CENTER H: \Omega \ALDO \AD012005 – South Center Shopping Town \Cad \2167_1.dwg ALDO DATE MAY 01, 2012 EMIS /ISSUED ALDO / SAJO / L.L., BID $ PERMIT NO. DATE REVISION THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ALDO GROUP AND ITS ASSOCIATED COMPANIES TO EXPLAIN THE LAYOUT AND SERVICES REQUIREMENTS FOR THE TRADE FIXTURES OR TO EXPLAIN COMPANY CONSTRUCTION STANDARDS. ALL DIMENSIONS SHALL BE VERIFIED ON SITE. ALL ERRORS AND DISCREPANCIES SHALL BE REPORTED TO THE OWNER BEFORE PROCEEDING WITH THE WORK. NO DIMENSIONS SHOULD BE MEASURED ON THE DRAWING. DIMENSIONS AND AREAS ON THIS DRAWING ARE FOR INFORMATION ONLY AAD:FITCH, Inc. FITCH P.N. ADO12005 16435 North Scottsdale Rd. Suite 195 Scottsdale, Arizona 85254 T +1 480 998 4200 F +1 480 998 7223 www.FITCH.com ALDO G R O U P E 2300 Ev11LE- BELANGER, vIONTREAL QUEBEC, CANADA, H4R 3J4 TEL.: (514) 747 -2536 FAX: (514) 747 -6504 PROJET /PROJECT: ALDO SOUTHGENTER WESTF I ELD SEATTLE, WASHINGTON TITRE /TITLE: REFLECTED GE I L I N& PLAN PROJET NO. /PROJECT NO. 2161 ECHELLE /SCALE: INNIMOINO CONCEPT, ANNEE /YEAR: AA06 DESSINE /DRAWN: A.M.J. VERIFIE /CHECKED: K.5. ALDO ELECTRICAL LEGEND - 2006 ISSUED: MARCH, 2012 USA LIGHTING FIXTURES LIGHTING FIXTURES ELECTRICAL EQUIPMENT SOUND EQUIPMENT NO TYPE D6CRIP11ON MOIMTING LAMP OESC. VOLTS MANUFACTURER MODEL REMARKS FIMS4 LAY NO HYPE COMM MOURNS LAMP DESC. VOLTS MAMIFACIINER MODEL REMARKS FINISH QTY NO TYPE DESCRIPTION QTY NO 1WE OESCIDPUON QTY /' ' A I Ai "riff A 1 re 1 rer,A1 O 'DI :A i eier,ZA I / 2 1 EMERGENCY LIGHT SURFACE MOUNTED 12W 120 BEGHEW HWE12- 150 - 2LR -12W 150W 120 277 VAC, / 12 VDC BATTERY UNIT C/W 2x12W HEADS 2 36 CONVENIENCE [ IUPLEX OUTLET 20A -120V AT 12" A.F.F. UNLESS ( OTHERWISE NOTED) BY "DECORA SERIES ", WHITE 39 54 sw RECEIVER: TEAC AG370, COL BLACK 1 2pr. SPEAKERS: CANTON _ RACKETS FOR CEILING MOUNTING INCLUDED FOR WALL MOUNTING, USE CANTONMOUNT X BRACKET PROVIDE 1 WIRE /SPEAKER Iv I I i9 ■ I I I34 / - � ' '9T'' �' // ' 0:v' 0• / I I � , 4 , ' • 1 Mir 1 � ' • ; � p 1+ N 1 37 SINGLE RECEPTACLE 20A -120V WITH ISOLATED GROUND HUBBEL IF -5251 IN T &B SERIES. FLOOR BOX FOR CASH REGISTER RUN A SEPARATE GREEN ISOLATED WIRE DIRECT TO GROUND 2 SUBWOOFER: CANTON AS60, COL. GREY SI. + F' N = DI . T : IG. O;� f �,i 1 /I ;.i PROVIDE ELECTRICAL OUTLET AND WIRING ® 8" A.F.F. (IF SUBWOOFER IS IN FEATURE) 23 �� EMERGENCY LIGHT SURFACE MOUNTED 18W 120 BEGHELLI ESL- 12 -36- 2LR- FM -12W -H 120/277 VAC 36W, SELF POWERED UNIT C/W 2x18W PAR 36 FRONT MOUNT HEADS 3 38 d TELEPHONE OUTLET 8 55 W_ RUSSOUND VOLUME CONTROLER, #ALTX -2D, IN STOCKROOM 24 EXIT SIGN RECESS CEILING MOUNT 9W 120 BEGHELLI OL2- SA- LR- 1 -C -CR "EXIT" EDGELIT RED LETTERS ON CLEAR ACRYLIC 120/277 VAC SELF POWERED WHITE 1 39 4 TELEPHONE OUTLET FOR CREDIT CARD VERIFICATION 2 56 ■G AM X SPEAKERS, 2 CHANNELS, #ASO1, COLOR BLACK IN STOCKROOM 25 STOCKROOM EXIT SIGN UNIVERSAL MOUNT 9W 120 BEGHELLI STX- SA- LR -U -W WHITE METAL, 120/277 VAC SELF POWERED -- FOR STOCKROOM ONLY -- WHITE �T PROGRAMMABLE THERMOSTAT BY ROBERTSHAW SERIE 300, WHITE, INSTALLED AT 61" A.F.F. •01�"!' ' �P ' M + " , 57 @ AMX SPEAKER SWITCH, #AR 45 / 12M12 IN STOCKROOM 26 1� II I L FLUORESCENT (2x) 21W "LONG + (2x) 28W 46 "LONG. EACH T5 MINIATURE FIXTURE W/ / ELECTRONIC BALLAST 4100K BULB AND CLEAR TUBEGUARD OVER LAMP 120 CANLYTE CFI VERTICAL PORTABLE FIXTURE (2x) ALD91SWH2821 UNVPG - PNT- P -LP841 SINGLE SECTION WALL DISPLAY WITH (2)41 VERTICAL PORTABLE LIGHTING. EACH FIXTURE IS SUPPLIED WITH A MALE PLUG -IN 8' -0 "L. CORD. GENERAL CONTRACTOR TO SUPPLY AND INSTALL CONVIENCE DUPLEX OUTLET(S) AS PER ENGINEER'S ELECTRICAL DRAWINGS WHITE 4 SINGLE TOGGLE SiMTCH 15A 1 P 120V, "DECORA SERIES" WHITE 5 • 8 ' • �'1 ► �� „ OTHERS ��1 i� 42 SPEAKER WIRING POINT OF ORIGIN AT 66" AFF. (INSTALLED HORIZONTALLY) SU (SUPPLIED AND INSTALLED BY ELECTRICAL CONTRACTOR) 1 58 ® SQUARE DIFFUSER IN ALUMINUM, MODEL ASPD \31\ B12, SERIES SPD BY 'PRICE' DIMENSION : 24 "(SALES AREA) , 12 "(WINDOWS) 4 0 COMPACT FLUORESCENT RECESSED DOWNUGHT (1x) 32W 120 COOPER LIGHTING PDS PD6- V142E -6VC BULB: 4100' K, CRI = f82 LEAR ALZAI REFLECTOR, WHITE TRIM 6 43 OJ CHIME, BY "EDWARDS" #17 -4, LOCATED ON STOCKROOM ENTRANCE CEILING E.H. PRICE C/W O.B. DAMPER MODEL 530 /FL /A B12 Ar, /�' 4r i* • ' • D� reirOrriffrreer " All 0 " 0 1 % 1 R �! 10 1 1 - 01 % , . A I • r p ' �' '� a 59 ( } 45' DEFLEC11ON BLADES. REFER TO ENGINEER DRAWINGS 27 11-9 II I II I II •I II I FLUORESCENT (3x) 21W 34 "LONG + (3x 28W 46 "LONG. E CH T5 FIXTURE W/ / ELECTRONIC BALLAST 4100T( BULB AND CLEAR TUBEGUARD OVER LAMP 120 CANLYTE CFI PORTABLE FIXTURE (3x) ALD91SWH2821 UNVPG- PNT- P -LP841 DOUBLE SECTION WALL DISPLAY WITH (3) VERTICAL PORTABLE LIGHTING. PLUG -IN 8'-01. CORD. WITH A MALE GENERAL CONTRACTOR TO SUPPLY AND INSTALL CONVIENCE DUPLEX OUTLET(S) AS PER ENGINEER'S ELECTRICAL ELE RICAL DRAWINGS WHITE 2 O BUZZER, BY "EDWARDS" #600, LOCATED AT BACKSTORE ENTRANCE 1 60 ' ELECTRICAL PANEL (SEE ENGINEER DRAWINGS) 2(R) ' /• r I I 0 ��� r 1 1 R • . I 1"0 , 0 ' • • • : 101 , ` RI i , I / /., ' m 45 C ZoffylOr.1;41 TIME CLOCK, BY "PARAGON" #7007 -0 OR EQUIVALENT 1 16/fri%VrAgrajrAWArtrireAMOrAr '� � ' " , OI ' I: 1 ► 1 A ��Ii i 1 0 .' S + dir r .01 ► .E ,.0 1 .I W ' , r /! I / 0, s , E „ F► 01 I1% 1 1. 1 !ID 1 . ' pPr AN N �'' + Al ' 28 I L. I 1 �• 1 FLUORESCENT (4x) 21W 34 "LONG + (4x) 28W 46 "LONG. EACH T5 MINIATURE FIXTURE W/ ELECTRONIC BALLAST 4100K BULB AND CLEAR TUBEGUARD OVER LAMP 120 CANLYTE CFI VERTICAL PORTABLE FIXTURE (4x) ALD91SWH2821 UNVPG- PNT- P -LP841 TRIPLE SECTION WALL DISPLAY WITH (4) VERTICAL PORTABLE LIGHTING. EACH FIXTURE IS SUPPLIED WITH A MALE , PLUG -IN 8.-01. CORD. GENERAL CONTRACTOR TO SUPPLY AND INSTALL CONVIENCE DUPLEX OUTLET(S) AS PER ENGINEER'S ELECTRICAL DRAWINGS WHITE 5 47 SIGN JUNCTION BOX (SEE SIGN SPECS.) 9 • MULTIPLE LARGE SIMPLE CERAMIC METAL HALIDE RECESS (1) 39 WATT PAR 30 CMH 120 SYSTEMALUX 8210- 1MH35- 120 -01 WITH MUL -210C PLASTER FRAME AND 8211 -01 CROSS BAFFLE 40001(, 0 SRAM SYLVANIA ONLY, 30' FLOOD FIXTURES WITH BAFFLE TO BE USED FOR FLOOR UNITS ONLY WHITE 5 48 QJ JUNCTION BOX 11 10 MULTIPLE LARGE DOUBLE CERAMIC METAL HALIDE RECESS (2) 39 WATT PAR 30 CMH H2O SYSTEMALUX 8220- 2MH35- 120 -01 WITH MUL -220C PLASTER FRAME AND 8211 -01 CROSS BAFFLE 4000K 0 SRAM SYLVANIA ONLY, 30'FLOOD FIXTURES WITH BAFFLE TO BE USED FOR FLOOR UNITS ONLY WHITE 17 ••' 49 STOREFRONT SIGN - INCLUDING FLUORESCENT FIXTURE - TO BE HARDWIRED SEE MANUFACTURER trir 1e/ �•. I � /I. I 1 '' , 0 ' I 0 0 R _ :: F • O I I D 0. !1• 0� it ' r '� ; �� � ® ��1� 30 r V� �'C i, ��� �� I I rerr,/refiir: r 0 R , , „ : 1 I 1 I •00 0' 1 r' I A F 10; 0 • E C'C • D. • IT 50 $ TELEPHONE OUTLET FOR ALARM RJ31X (CONNECTED TO SECOND PHONE LINE) • m II'� ►`'��T�T'►��1,p I rI ' i I �� p _ 0 • % F 10r D '0• 1%• IT 0 I /L� '' 0 0" 1 13 It -_l SIMPLE METAL HALIDE RECESSED 1 39 WATT O T4, GU6.5 BASE 4000K 120 AMERLUX CYLSR- 1- 39- T4GU6.5 -E -WT- 120 -FL -WT FLOOD 25' REFLECTOR FROSTED LENSE FOR CEILING BETWEEN 9feet & 14feet WHITE 20 I- 3A11 I m l A "0 23K011 - I I FLUORESCENT DISPLAY FURNITURE (1x) 21W (1x) 14W T5) 14W 120 FORESIGHT MINIATURE "STAR INTERLINK" WITH ELECTRONIC BALLAST COMPLETE WITH REMOVABLE DIFFUSER LENSE, MOUNTING CLIP, WHITE 72" LONG PLUGIN CABLE, "END TO END" INTER CONNECTOR G.C. TO SUPPLY & INSTALL FLOOR OUTLET AS PER ENGINEER'S ELECTRICAL DRAWINGS WHITE 2 52 ¶?I RECESS FLOOR BOX WITH DUPLEX RECEPTACLE, 20A -120V FOR PLUG IN DISPLAY TABLES WITH ALUMINUM FINISHED FLIP LID COVER PLATE AND BOX, LEW ELECTRIC, CAT SWB- 2LR -A, OR APPROVED EQUAL, CONTRACTOR SHALL MEASURE FLOOR CAVITY TO INSURE PROPER FITTING 4 14 DOUBLE METAL HALIDE RECESSED (2) 39 WATT T4, GU6.5 BASE 4000K 120 AMERLUX CYLSR- 2- 39- T4GU6.5 -E -WT- 120 -fL -WT FLOOD 25' REFLECTOR FROSTED LENSE FOR CEILING BETWEEN 9feet & 14feet WHITE 12 IIfZ•1 31 [�e6-1 3A13 1 I �3K03/ m I ►d I - J, FLUORESCENT DISPLAY FURNITURE (1x) 21W T5 4100K 120 FORESIGHT MINIATURE "STAR INTERLINK" WITH ELECTRONIC BALLAST COMPLETE WITH REMOVABLE DIFFUSER LENSE, MOUNTING CUP, WHITE 72" LONG PLUGIN CABLE, "END TO END" INTER CONNECTOR AS PER ENGINEER'S ELECTRICAL DRAWINGS WHITE 2 15 A , 8' -0" FLUORESCENT SURFACE MOUNTED (2x) 28W COOL WHITS ( ) T8 BULB F28T8/SP41 120 COOPER LIGHTING 4T -SN- 132- 120EB81 SPECIFY "USA" FOR "URL" CERTIFICATION ", UPPLYE& INSTALL PROTECTION GRILLE IF STOCKROOM HEIGHT IS LESS THAN 10' -O" HIGH OR WHEN STOCKROOM IS ON TWO LEVELS. WHITE 12 53 O COMMUNICATION BOX WITH 1 -CAT. 5 CABLE FOR FIND SYSTEM IN SALES AREA. WIRE TO BE RUN DOWN DEMISED WALL IN CONDUIT. ALLOW 10 FEET SLACK AT BOTH ENDS AND COILED UNDER ARMOIRE BASE. • ►' ���' I' � ,O. D. i ' I 11 ' % , I� • • 'I 0 1V :L 1 r � � D •0 D" �" �I 1• ! g -p ►1• • r E PVAV�� �i' 1" � r � •'0. 1' 2 -. $ " � / L% 1' 0„ •T, � •,OS 01 S 0• T ! 1� � r�`, r�� �',: ,; riiirr � �� � I ', !; r• " , "0 ! I, 0 ' °D R ' ' I 0 I I 10, E1 1• 1 •P I F +0' 0 I E D; W T war I F p , , I • D11r:1 ',h'I 1 , „v. ; ! � ' ' I Q% '•I 11 0 0. I I. I , (/� / pr; j I •r11P/ A ',Iy1' °I id' .i A� 1 -- I ,. , R :01 10 0 L _ L. 01' D 4 Fir r ,/Tor" II it �/ i 1. % °�"' ;AA , 0 II I ,10 , 10. D I 1 S I 1R,. G. •D ! r• :0 0' li I 1 1 SIT•. 41VENTILATION I ' 01 19 LIGHT FIXTURE 26W 120 BROAN QTR110L VENTILATION /LIGHT FIXTURE COMBINATION 1 A 'p'' �1,1� �• : E ` ; I ?• `E • 1.1 C A S Or -2 4• /: O_ 4 For 0 OE A [d,�;T . LI 'T j� D N1 S " I : L.•R G H •'D • "Er J •C % :IX 0 H� G I. • I :• % N' °E 0 1 :IX :U' : •01 20 EMERGENCY LIGHT RECESSED 9W 120 BEGHELLI RDO—SE-8W RECESSED GIMBAL 120/277 VAC, SELF POWERED 3 NOTES: QUANTITIES OF ANY DISCREPANCIES WITH FOR ALARM INSTALLATION, EXISTING FIXTURES, OUTLETS, ETC. DESCRIBED IN ELECTRICAL LEGEND TO BE CHECKED ON SITE — PLEASE ADVISE THE ALDO GROUP OF QUANTITIES NOTED ON PLAN REFER TO SEPARATE DRAWING b f3 REVIEWED FOR DE COMPLIANCE APPROVED MAY 1R 2012 City of Tukwila BUILDING DIVISION -aT YVALA MAY 0 4 2012 PERMIT CENTER H: \Omega \ALDO \AD012005 — South Center Shopping Town \Cad \2167_1.dwg ALDO DATE MAY 01, 2012 EMIS /ISSUED ALDO / SAJO / L.L., BID PERMIT BLAIR S. LEACH STATE OF WASHINGTON NO. DATE REVISION THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ALDO GROUP AND ITS ASSOCIATED COMPANIES TO EXPLAIN THE LAYOUT AND SERVICES REQUIREMENTS FOR THE TRADE FIXTURES OR TO EXPLAIN COMPANY CONSTRUCTION STANDARDS. ALL DIMENSIONS SHALL BE VERIFIED ON SITE. ALL ERRORS AND DISCREPANCIES SHALL BE REPORTED TO THE OWNER BEFORE PROCEEDING WITH THE WORK. NO DIMENSIONS SHOULD BE MEASURED ON THE DRAWING. DIMENSIONS AND AREAS ON THIS DRAWING ARE FOR INFORMATION ONLY AAD:FITCH, Inc. FITCH P.N. ADO 12005 16435 North Scottsdale Rd. Suite 195 Scottsdale, Arizona 85254 T+1 480 998 4200 F+1 480 998 7223 www.FITCH.com ALDO G R 0 U P E 2300 ENILE- BELA \GER, MONTREAL QUEBEC, CANADA, H4R 3J4 TEL.: (514) 747 -2536 FAX: (514) 747 -6504 PROJET /PROJECT: ALDO SOUTHGENTER WESTF I ELD SEATTLE, WASHINGTON TITRE /TITLE: L 16HT FIXTURE SCHEDULE PROJET NO. /PROJECT NO. 210 ECHELLE /SCALE: MONINOlaw CONCEPT, ANNEE /YEAR: AA06 DESSINE /DRAWN: A.M.J. VERIFIE/CkfECKED: K.5. PAGE: 2A = DEMISING WALL AND COLUMN EXISTING WALL TO REMAIN NEW WALL TO BUILD SEE TYPE APPLY SEALER ON 6ROUT AFTER INSTALLATION TRANSITION STRIP: RENO -RAMP SERIES BY "SCHLUTER SYSTEMS" Y2" Ht, MODEL #AERP 125 ALUMINUM SATIN ANODIZED FINISH STOCKROOM AREA I CENTER LINE OF WIDTH OF SALES FLOOR STORE &ROUT JOINT �— I /8" MAXIMUM v 24" X 24" CERAMIC TILES, D TYPICAL TILE INSTALLATION FINISHED__ MQ 6.C.. HAS TO MAKE SURE THAT THE STORE FLOOR TILES AND START OF RENO -RAMP ARE AT THE SAME LEVEL. G.G. HAS TO ADVISE ALDO GROUP OF ANY SPECIAL SITE CONDITION. —t 1 /S" ALUMINUM TERRAZZO TRANSITION STRIP GENERAL NOTES LANDLORD APPROVAL MUST BE AWARDED PRIOR TO START OF WORKS. ONE SET OF LANDLORD APPROVED DRAWINGS SHALL BE KEPT INTACT ON JOB SITE AND AVAILABLE FOR REFERENCING AT ALL TIMES. PRIOR TO START OF CONSTRUCTION, THE GENERAL CONTRACTOR SHALL MEET WITH THE APPROPRIATE REPRESENTATIVE OF MALL AND OTHER AUTHORITIES. CONTRACTORS SHALL COMPLY WITH ALL REQUIREMENTS FOR BARRICADES, SAFETY, WORK HOURS, ACCESS, ETC. CONTRACTORS SHALL VERIFY ALL CRITICAL DIMENSIONS AND CONDITIONS OF EXISTING CONSTRUCTION THAT RELATE TO THIS TENANTS WORK. PRIOR TO CONSTRUCTION, NOTIFY TENANT IN WRITING REGARDING ANY ELEMENTS FOUND TO BE INCONSISTENT OR NOT COMPATIBLE WITH THE WORK INDICATED BY THESE DOCUMENTS. THE GENERAL CONTRACTOR SHALL VERIFY WITH MALL AUTHORITIES THE EXACT LEASE LINE OF THE TENANT SPACE INCLUDING "POP -OUT" CONDITIONS AND SIGN PROJECTING OVER LEASE LINE WHERE APPLICABLE, AND SHALL BE FAMILIAR AND COMPLY WITH ALL REQUIREMENTS FOR THE INTERSECTION OF TENANT CONSTRUCTION WITH MALL CONCOURSE CONSTRUCTION. THE GENERAL CONTRACTOR SHALL NOTIFY THE TENANT OF ANY REQUIREMENTS THAT CAUSE A CONFLICT WITH THE WORK INDICATED BY THE CONTRACT DOCUMENT. CONTRACTORS SHALL BE FAMILIAR AND COMPLY WITH MALL REQUIREMENTS FOR ATTACHMENT TO AND SUSPENSION FROM THE EXISTING MALL STRUCTURE. THE GENERAL CONTRACTOR SHALL PATCH, REPLACE AND /OR REPAIR ALL EXISTING MALL CONSTRUCTION DAMAGED OR DISTURBED DURING WORK AS INDICATED BY THE CONTRACT DOCUMENTS. SPECIAL CARE SHALL BE TAKEN TO MAINTAIN OR RESTORE THE INTEGRITY OF ANY FIRE RATED WALLS AND PARTITIONS, SMOKE DETECTION AND ALARM SYSTEMS. ALL EXISTING SUBSTRATES SHALL BE PATCHED, GROUND, FILLED, ETC., AS REQUIRED TO PROVIDE A SUITABLE SUBSTRATE FOR THE APPLICATION OF NEW FINISHES AS DESCRIBED BY THE MANUFACTURER'S SPECIFICATIONS. ANY INSTALLATION OR APPLICATION OF A NEW FINISH OVER A SUBSTRATE SHALL CONSTITUTE ACCEPTANCE OF THE SUBSTRATE. THE GENERAL CONTRACTOR SHALL NOTIFY THE TENANT OF ANY SUBSTRATE THAT CANNOT BE REASONABLY PREPARED TO RECEIVE OR ACCEPT THE NEW FINISHES. 6.C. TO COORDINATE CONSTRUCTION WORK WITH ENGINEER'S PLANS. ALL EXISTING DEMISING WALLS AND NEV WALL CONSTRUCTION TO BE BUILT TO THE DECK LEVEL, UNLESS OTHERWISE NOTED (REFER TO WALL TYPES LEGEND). SALES AREA I SALES AREA -FLOOR TILE FLOOR TILE Q TRANSITION STRIP: SGHIENE SERIES BY "SCHLUTER SYSTEMS" " Ht, MODEL *AE 125 ALUMINUM SATIN ANODIZED PINISH Y MALL AREAI NOM 6.C.. HA5 TO MAKE SURE THAT THE STORE FLOOR TILES AND MALL'S FLOOR TILES ARE AT THE SAME LEVEL. 6.C. HAS TO ADVISE ALDO GROUP OF ANY SPECIAL SITE CONDITION. (E) CONCRETE FLOOR (E) CONCRETE FLOOR TRANSITION STRIP DETAIL I'-o" : I' -0" TRANSITION STRIP DETAIL I' -0" = I' -0" ISSUED: MAY, 2010 DOORS SCHEDULE DOORS FRAMES HARDWARE NO. LOCATION DIMENSIONS TYPE MAT. FINISH U.L.G. GLAZING MAT. FINISH SILL HARDWARE NOTE STOREFRONT 3' -0" x 7' -0" SAME SAME - 5 STANDARD HINGES (Sc ricade) (see plans) HOLLOW GORE METAL DOOR METAL A5 - -- - -- - -- A5 - -- - PRIVACY LATCH SET # D 105 BY SGHLAGE BARRICADE BARRICADE - KNOB TYPE 'PLYMOUTH', FINISH 626D BY SGHLA6E 5/4" STANDARD HARDWARE FOR "PREL -CARD" HARDWARE, TRACK STOREFRONT 2- 3' -6" x l0' -0" FRAME LESS PIVOT DOORS ALUMINUM CLEAR BY "PRELGO" OR TEMP. - -- - -- - -- WITH BOTTOM DEAD LOCK TYPE "55 -301" (Mall to store) (NEW) "FREE -&ARD" BY "PRELGO" - &LASSANODIZED GLASS 60" HIGH HANDLE LTG 1451 BY "DORMA" EQUAL MEDECO LOCKS - 2 STANDARD HINGES (N) REST ROOM PAINTED - LOCK OFFICE FUNCTION AL5OPD -JUP -626 BY 'SGHLA6E' (STOCKROOM TO 3 -0 X 6-8 MASONITE "HONEY COMB 4ASONITE SEMI - -- - -- METAL PAINTED MARBLE 'WALL MOUNTED DOOR STOP ( GORE GLOSS - DOOR CLOSER "GORBIN RU55WIN" DG4000 SERIES. TOILET) ALKYDS MODEL * DG46I5 - HANDICAP WASHROOM MIXTE STICKER - 3 STANDARD HINGES - PANIC BAR "VON DUPRIN" 22 SERIES FIRE EXIT 6.C.. TO INSTALL BAGKSTORE 3' -0" X '1' -0" DEVICE MODEL * 22TP -F U526D NEW PANIC. l2, (stockroom to ( BY LANDLORD) .METAL METAL PAINTED - -- - -- METAL PAINTED METAL - DOOR CLOSER "GORBIN RU55WIN" DG4000 SERIES. HARDWARE corridor) MODEL * DG4613 DEVICES IF NONE - I1O BRIGHT BRASS WIDE ANGLE VIEWER, MODEL ALREADY EXIST., #803168 BY 'STANLEY' HARDWARE OR EQUIVALENT MEDELGO LOCKS APPROVED NOTES: I. ALL DOORS, DOOR FRAMES AND HARDWARE TO BE SUPPLIED AND INSTALLED BY THE GENERAL CONTRACTOR, UNLESS SPECIFIED, SEE BELOW FOR 2. ALL EQUIVALENT TO BE APPROVED BY THE ALDO GROUP LOCKS SPECIFICATIONS. 3. SIGN ABOVE MAIN ENTRANCE TO READ "THIS DOOR SHALL REMAIN UNLOCKED WHILE BUILDING 15 OCCUPIED" IN 1" HIGH LETTERS OF CONTRAST IN COLOR TO BACKGROUND 4. ALL DOOR HANDLES SHALL BE THE LEVER TYPE, NOT REQUIRING TIGHT GRASPING, EXCESSIVE TWISTING, OR MOVEMENT OF THE WRIST, AND CAPABLE OF OPERATING WITH UNDER 5 LB. OF PRESSURE 5. HARDWARE SHALL BE MOUNTED BETWEEN 34 AND 4S" OF FINISHED FLOOR 6. DOOR .LOSERS SHALL BE ADJUSTED TO OPERATE WITH 5 L.B. OF FORGE APPLIED TO DOOR. EXCEPTION- FIRE DOORS SHALL BE ADJUSTED TO OPERATE WITH 15 LB. OF FORGE, OR A5 DIRECTED BY FIRE OFFICIAL. 7. THE BOTTOM 10" OF THE PUSH SIDE OF DOORS SHALL BE PROVIDED WITH A SMOOTH SURFACE EXTENDING THE FLL WIDTH OF THE DOOR; EXCEPTION: TEMPERED GLASS DOORS WITHOUT TOP EDGE STILES HAVING A BOTTOM RAIL OR SHOE WITH THE TOP EDGE TAPERED 60 DEGREES MIN FROM THE HORIZONTAL. DOOR HARDWARE (LOCKS OR LATCHES) WITHIN 10" OF THE FLOOR SURFACE SHALL NOT PROTUDE MORE THAN k6" FROM ADJACENT SMOOTH SURFACE. 8. DOORS OR LEAFS OF DOORS SHALL PROVIDE A MIN CLEAR WIDTH OF 32" AS MEASURED FROM THE DOOR SURFACE TO THE OPPOSITE JAMB, WHEN THE DOOR IS IN THE FULLY OPEN POSITION. q. DOORS SHALL BE SIDE HINGE OR PIVOT STYLE & OPEN IN THE DIRECTION OF TRAVEL WHEN SERVING AN OCCUPANT LOAD OF 50 OR MORE PERSONS. NOTE TO GENERAL CONTRACTOR: SECURITY NEW STORE: L.O�AG5 SP6GIPICATIONS STOREFRONT DOOR: GENERAL CONTRACTOR IS TO SUPPLY SLIDING GLASS DOUBLE DOORS- PIVOT DOORS- GATES ALL HARDWARE 15 SATIN CHROME FINISH UNLESS OTHERWISE INSTALL NEW MEDECO LOCKS. MEDEGO 5 PINS I/C MORTISE HOUSING #32- 0175 -26 REQUESTED. BACKDOOR: TO INSTALL NEV( PANIC BAR OR KEEP EXISTING SM #652304 IF THIS 15 A RENOVATION OF AN EXISTING ALDO GROUP ONE, IF AN EXISTING LOCK 15 ALREADY IN PLACE, IT SHOULD MEDEGO 5 PINS 1/C. CORE #32- 0101 -20 -26 5M #652285 LOCATION, LOCK ARE TO BE RECUPERATED. RE -USE PER NEW BE REPLACED BY NEW MEDEGGO LOCK. TWO EACH (OUTSIDE /INSIDE) LAYOUT AND RE -KEY AS REQUIRED. RENOVATION REAR EXIT DOOR UPON FINALIZATION OF WORK, THE GENERAL CONTRACTOR LOCKSMITH TO REMOVE EXISTING LOCK 8 TO RE- INSTALL ON MEDEGO 5 PINS 1/C. MORTISE HOUSING #32- 0175 -26 SHALL CONTACT THE FOLLOWING LOCKSMITH, NAMED BY THE NEW DOOR. SM #652304 ALDO GROUP, TO PERFORM THE REPLACEMENT OF ALL LOCK MEDECO 5 PINS 1/C GORE *32-0101-20-26 SM #652285 CYLINDERS. RELOCATION OFFICE DOOR ALL LOCK CYLINDERS SHOULD HAVE THE SAME MASTER KEY 4 TO REMOVE LOCKS FROM EXISTING STORE 4 RE- INSTALL AT LOCK. NEW LOCATION. SCHLA6E STOREROOM LEVER SET #ALSOPD- SAT -626 MEDEGO T -4 CORE #20W20051 -T4 -626 SM #652273 G.G. TO FURNISH KEYS TO ALDO @ FINAL SITE INSPECTION. TEMP STORE (I / RENOVATION): REMOTE STOREROOM QUANTITY OF KEYS 15 2. REMOVE LOCKS FROM EXISTING STORE, INSTALL AT TEMP MEDEGO I/G GORE DEAD BOLT. CONTACTS STORE 4 REINSTALL SAME LOCKS BACK TO STORE THAT WAS RENOVATED. STANLEY SECURITY SOLUTIONS ATTN : TODD CON6ROVE TEMP STORE (WITHOUT RENOVATION): 6150 E. 15TH ST., SUITE 125 TEL : (S11) 333 -12g4 SAME AS NEW STORE. INDIANAPOLIS, IN 46250 FAX : (866) 642 -8151 TODD.CON6ROVE @SBD I NG.GOM ALDO DATE EMIS /ISSUED MAY 01, 2012 ALDO / SAJO / L.L., BID 4 PERMIT ± 82' -11Ya' (FIELD VERIFY) 23' -1Y2" 37' -23�" 4'-3y4" 6.C. 15 REQUIRED TO INSTALL A WATERPROOF MEMBRANE IN ALL WET AREAS OF THE SPACE. TENANT SHALL USE A 30 MIL POLYETHYLENE CLEAVAGE MEMBRANE (EQUAL TO NOBLESEAL T5) INSTALLED PER MANUFACTURES RECOMMENDATIONS AND ANSI A.105. MEMBRANE MUST BE EXTENDED UP THE WALL A MINIMUM OF 4" OR EQUAL TO THE HEIGHT OF THE FLOOR BASE. 14' -1Y2" 11' -1OY2" _114" NO. DATE REVISION (N) LAVATORY (E) DEMISING I PARTITION PAINT STOCKROOM WALLS WITH ONE GOAT WHITE PRIMER (TYP.)— 7-CERAMIC FLOOR TILE (TO LEASE I LINE) SEE PATTER �—(E) DEMISING PARTITION (E) NEUTRAL PIER (N) TOILET (N)5 "XS" CERAMIC TILE BY 6.C.. *1l F i I_.. TO ET U� M■■ mwzoquiemm wilimminha _.i_ 6.C.. TO TRENCH SLAB r!: RUN CONDUIT IN SLA 6.C.. TO TRENCH SLAB 8 RUN CONDUIT IN SLAB oI (N) MOP SINK (N) DEMISING PARTITION BY LANDLORD (N) UNISEX TOILET ROOM SI6NA6E REFER TO DETAILf 1 STOCKROOM I PAINT STOCKROOM FLOOR �. il_ u '- J u ' Ili . In 4110.11 F 11 i' G.G. TO TRENCH 1 ill SLAB 4 RUN , 1, CONDUIT IN imimil, � SLAB rn f111 I SALES AREA III o 1 it MIKE rri-:i — I—_ --I I 0 t 1 I 1 ' ji L L-J . I T- J 1 T i!tl* i!II!I PAINT STOCKROOM WALLS WITH ONE GOAT WHITE PRIMER (TYP.) (N) DRINKING FOUNTAIN (R) ELECTRICAL EQUIPMENT REFER TO ELECTRICAL DRAW THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ALDO GROUP AND ITS ASSOCIATED COMPANIES TO EXPLAIN THE LAYOUT AND SERVICES REQUIREMENTS FOR THE TRADE FIXTURES OR TO EXPLAIN COMPANY CONSTRUCTION STANDARDS. ALL DIMENSIONS SHALL BE VERIFIED ON SITE. ALL ERRORS AND DISCREPANCIES SHALL BE REPORTED TO THE OWNER BEFORE PROCEEDING WITH THE WORK. NO DIMENSIONS SHOULD BE MEASURED ON THE DRAWING, DIMENSIONS AND AREAS ON THIS DRAWING ARE FOR INFORMATION ONLY (N) 3/4" THICK CLEAR TEMPERED GLAZING SYSTEM (E) MALL BULKHEAD ABOVE AAD:FITCH, Inc. FITCH START TILE WORK WITH FULL TILE 16435 North Scottsdale Rd. Suite 195 Scottsdale, Arizona 85254 T +1 480 998 4200 F+1 480 998 7223 www.FITCH.com LEASE LINE P.N. ADO12005 (N) SERVICE \,d SERVICE DOOR \ MALL SERVICE CORRIDOR PAINT STOCKROOM FLOOR :- 6.C.. TO TRENCH SLAB 4 RUN CONDUIT IN SLAB- co (E) MALL BULKHEAD ABOVE (N) 5/4" THICK CLEAR TEMPERED GLAZING SYSTEM ALSO G R O U P E 2300 EVILE - BELANGER, MONTREAL QUEBEC, CANADA, H4R 3J4 TEL.: (514) 747 -2536 FAX: (514) 747 -6504 OJET /PROJECT: NOTE: REM TO SHEET "3A" FOR ALL WALL TYPE INFORMATION (E) DEMISING PARTITION (E) STRUCTURAL COLUMN W/ NEW PARTITION FURRIN6 BY 6.C.. PAINT STOCKROOM WALLS WITH ONE GOAT WHITE PRIMER (TYP)— 1---CERAMIC FLOOR TILE (TO LEASE I LINE) SEE PATTER 1' -5Y2" 6' -5Yz" 11'- 113/4" —(E) DEMISING PARTITION - 63/4„ (E) NEUTRAL PIER 11' -3Y2" FIXTURE PLAN SCALE 1/4 " :1'-0" C,�II� 4 _ 1113/4 \11Y2' 28' -O" 4' -2" crtr�► MAY 0 4 2012 PERMIT CENTER ALDO SOUTHGENTER WESTF ILO SEATTLE, WASHINGTON TITRE /TITLE: CONSTRUCTION PLAN PROJET NO. /PROJECT NO. 2I61 ECHELLE /SCALE: ± 78' -5" (FIELD VERIFY) DESSINE /DRAWN: A.M.J. VERIFIE /CHECKED: K.S. H:\Omego\ALDO\AD012005 — South Center Shopping Town \Cad \2167_1.dwg CONCEPT, ANNEE /YEAR: AA06 • ISSUED: MAY, 2010 DOORS SCHEDULE DOORS FRAMES HARDWARE NO. LOCATION DIMENSIONS TYPE MAT. FINISH U.L.G. GLAZING MAT. FINISH SILL HARDWARE NOTE STOREFRONT 3' -0" x 7' -0" SAME SAME - 5 STANDARD HINGES (Sc ricade) (see plans) HOLLOW GORE METAL DOOR METAL A5 - -- - -- - -- A5 - -- - PRIVACY LATCH SET # D 105 BY SGHLAGE BARRICADE BARRICADE - KNOB TYPE 'PLYMOUTH', FINISH 626D BY SGHLA6E 5/4" STANDARD HARDWARE FOR "PREL -CARD" HARDWARE, TRACK STOREFRONT 2- 3' -6" x l0' -0" FRAME LESS PIVOT DOORS ALUMINUM CLEAR BY "PRELGO" OR TEMP. - -- - -- - -- WITH BOTTOM DEAD LOCK TYPE "55 -301" (Mall to store) (NEW) "FREE -&ARD" BY "PRELGO" - &LASSANODIZED GLASS 60" HIGH HANDLE LTG 1451 BY "DORMA" EQUAL MEDECO LOCKS - 2 STANDARD HINGES (N) REST ROOM PAINTED - LOCK OFFICE FUNCTION AL5OPD -JUP -626 BY 'SGHLA6E' (STOCKROOM TO 3 -0 X 6-8 MASONITE "HONEY COMB 4ASONITE SEMI - -- - -- METAL PAINTED MARBLE 'WALL MOUNTED DOOR STOP ( GORE GLOSS - DOOR CLOSER "GORBIN RU55WIN" DG4000 SERIES. TOILET) ALKYDS MODEL * DG46I5 - HANDICAP WASHROOM MIXTE STICKER - 3 STANDARD HINGES - PANIC BAR "VON DUPRIN" 22 SERIES FIRE EXIT 6.C.. TO INSTALL BAGKSTORE 3' -0" X '1' -0" DEVICE MODEL * 22TP -F U526D NEW PANIC. l2, (stockroom to ( BY LANDLORD) .METAL METAL PAINTED - -- - -- METAL PAINTED METAL - DOOR CLOSER "GORBIN RU55WIN" DG4000 SERIES. HARDWARE corridor) MODEL * DG4613 DEVICES IF NONE - I1O BRIGHT BRASS WIDE ANGLE VIEWER, MODEL ALREADY EXIST., #803168 BY 'STANLEY' HARDWARE OR EQUIVALENT MEDELGO LOCKS APPROVED NOTES: I. ALL DOORS, DOOR FRAMES AND HARDWARE TO BE SUPPLIED AND INSTALLED BY THE GENERAL CONTRACTOR, UNLESS SPECIFIED, SEE BELOW FOR 2. ALL EQUIVALENT TO BE APPROVED BY THE ALDO GROUP LOCKS SPECIFICATIONS. 3. SIGN ABOVE MAIN ENTRANCE TO READ "THIS DOOR SHALL REMAIN UNLOCKED WHILE BUILDING 15 OCCUPIED" IN 1" HIGH LETTERS OF CONTRAST IN COLOR TO BACKGROUND 4. ALL DOOR HANDLES SHALL BE THE LEVER TYPE, NOT REQUIRING TIGHT GRASPING, EXCESSIVE TWISTING, OR MOVEMENT OF THE WRIST, AND CAPABLE OF OPERATING WITH UNDER 5 LB. OF PRESSURE 5. HARDWARE SHALL BE MOUNTED BETWEEN 34 AND 4S" OF FINISHED FLOOR 6. DOOR .LOSERS SHALL BE ADJUSTED TO OPERATE WITH 5 L.B. OF FORGE APPLIED TO DOOR. EXCEPTION- FIRE DOORS SHALL BE ADJUSTED TO OPERATE WITH 15 LB. OF FORGE, OR A5 DIRECTED BY FIRE OFFICIAL. 7. THE BOTTOM 10" OF THE PUSH SIDE OF DOORS SHALL BE PROVIDED WITH A SMOOTH SURFACE EXTENDING THE FLL WIDTH OF THE DOOR; EXCEPTION: TEMPERED GLASS DOORS WITHOUT TOP EDGE STILES HAVING A BOTTOM RAIL OR SHOE WITH THE TOP EDGE TAPERED 60 DEGREES MIN FROM THE HORIZONTAL. DOOR HARDWARE (LOCKS OR LATCHES) WITHIN 10" OF THE FLOOR SURFACE SHALL NOT PROTUDE MORE THAN k6" FROM ADJACENT SMOOTH SURFACE. 8. DOORS OR LEAFS OF DOORS SHALL PROVIDE A MIN CLEAR WIDTH OF 32" AS MEASURED FROM THE DOOR SURFACE TO THE OPPOSITE JAMB, WHEN THE DOOR IS IN THE FULLY OPEN POSITION. q. DOORS SHALL BE SIDE HINGE OR PIVOT STYLE & OPEN IN THE DIRECTION OF TRAVEL WHEN SERVING AN OCCUPANT LOAD OF 50 OR MORE PERSONS. NOTE TO GENERAL CONTRACTOR: SECURITY NEW STORE: L.O�AG5 SP6GIPICATIONS STOREFRONT DOOR: GENERAL CONTRACTOR IS TO SUPPLY SLIDING GLASS DOUBLE DOORS- PIVOT DOORS- GATES ALL HARDWARE 15 SATIN CHROME FINISH UNLESS OTHERWISE INSTALL NEW MEDECO LOCKS. MEDEGO 5 PINS I/C MORTISE HOUSING #32- 0175 -26 REQUESTED. BACKDOOR: TO INSTALL NEV( PANIC BAR OR KEEP EXISTING SM #652304 IF THIS 15 A RENOVATION OF AN EXISTING ALDO GROUP ONE, IF AN EXISTING LOCK 15 ALREADY IN PLACE, IT SHOULD MEDEGO 5 PINS 1/C. CORE #32- 0101 -20 -26 5M #652285 LOCATION, LOCK ARE TO BE RECUPERATED. RE -USE PER NEW BE REPLACED BY NEW MEDEGGO LOCK. TWO EACH (OUTSIDE /INSIDE) LAYOUT AND RE -KEY AS REQUIRED. RENOVATION REAR EXIT DOOR UPON FINALIZATION OF WORK, THE GENERAL CONTRACTOR LOCKSMITH TO REMOVE EXISTING LOCK 8 TO RE- INSTALL ON MEDEGO 5 PINS 1/C. MORTISE HOUSING #32- 0175 -26 SHALL CONTACT THE FOLLOWING LOCKSMITH, NAMED BY THE NEW DOOR. SM #652304 ALDO GROUP, TO PERFORM THE REPLACEMENT OF ALL LOCK MEDECO 5 PINS 1/C GORE *32-0101-20-26 SM #652285 CYLINDERS. RELOCATION OFFICE DOOR ALL LOCK CYLINDERS SHOULD HAVE THE SAME MASTER KEY 4 TO REMOVE LOCKS FROM EXISTING STORE 4 RE- INSTALL AT LOCK. NEW LOCATION. SCHLA6E STOREROOM LEVER SET #ALSOPD- SAT -626 MEDEGO T -4 CORE #20W20051 -T4 -626 SM #652273 G.G. TO FURNISH KEYS TO ALDO @ FINAL SITE INSPECTION. TEMP STORE (I / RENOVATION): REMOTE STOREROOM QUANTITY OF KEYS 15 2. REMOVE LOCKS FROM EXISTING STORE, INSTALL AT TEMP MEDEGO I/G GORE DEAD BOLT. CONTACTS STORE 4 REINSTALL SAME LOCKS BACK TO STORE THAT WAS RENOVATED. STANLEY SECURITY SOLUTIONS ATTN : TODD CON6ROVE TEMP STORE (WITHOUT RENOVATION): 6150 E. 15TH ST., SUITE 125 TEL : (S11) 333 -12g4 SAME AS NEW STORE. INDIANAPOLIS, IN 46250 FAX : (866) 642 -8151 TODD.CON6ROVE @SBD I NG.GOM ALDO DATE EMIS /ISSUED MAY 01, 2012 ALDO / SAJO / L.L., BID 4 PERMIT ± 82' -11Ya' (FIELD VERIFY) 23' -1Y2" 37' -23�" 4'-3y4" 6.C. 15 REQUIRED TO INSTALL A WATERPROOF MEMBRANE IN ALL WET AREAS OF THE SPACE. TENANT SHALL USE A 30 MIL POLYETHYLENE CLEAVAGE MEMBRANE (EQUAL TO NOBLESEAL T5) INSTALLED PER MANUFACTURES RECOMMENDATIONS AND ANSI A.105. MEMBRANE MUST BE EXTENDED UP THE WALL A MINIMUM OF 4" OR EQUAL TO THE HEIGHT OF THE FLOOR BASE. 14' -1Y2" 11' -1OY2" _114" NO. DATE REVISION (N) LAVATORY (E) DEMISING I PARTITION PAINT STOCKROOM WALLS WITH ONE GOAT WHITE PRIMER (TYP.)— 7-CERAMIC FLOOR TILE (TO LEASE I LINE) SEE PATTER �—(E) DEMISING PARTITION (E) NEUTRAL PIER (N) TOILET (N)5 "XS" CERAMIC TILE BY 6.C.. *1l F i I_.. TO ET U� M■■ mwzoquiemm wilimminha _.i_ 6.C.. TO TRENCH SLAB r!: RUN CONDUIT IN SLA 6.C.. TO TRENCH SLAB 8 RUN CONDUIT IN SLAB oI (N) MOP SINK (N) DEMISING PARTITION BY LANDLORD (N) UNISEX TOILET ROOM SI6NA6E REFER TO DETAILf 1 STOCKROOM I PAINT STOCKROOM FLOOR �. il_ u '- J u ' Ili . In 4110.11 F 11 i' G.G. TO TRENCH 1 ill SLAB 4 RUN , 1, CONDUIT IN imimil, � SLAB rn f111 I SALES AREA III o 1 it MIKE rri-:i — I—_ --I I 0 t 1 I 1 ' ji L L-J . I T- J 1 T i!tl* i!II!I PAINT STOCKROOM WALLS WITH ONE GOAT WHITE PRIMER (TYP.) (N) DRINKING FOUNTAIN (R) ELECTRICAL EQUIPMENT REFER TO ELECTRICAL DRAW THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ALDO GROUP AND ITS ASSOCIATED COMPANIES TO EXPLAIN THE LAYOUT AND SERVICES REQUIREMENTS FOR THE TRADE FIXTURES OR TO EXPLAIN COMPANY CONSTRUCTION STANDARDS. ALL DIMENSIONS SHALL BE VERIFIED ON SITE. ALL ERRORS AND DISCREPANCIES SHALL BE REPORTED TO THE OWNER BEFORE PROCEEDING WITH THE WORK. NO DIMENSIONS SHOULD BE MEASURED ON THE DRAWING, DIMENSIONS AND AREAS ON THIS DRAWING ARE FOR INFORMATION ONLY (N) 3/4" THICK CLEAR TEMPERED GLAZING SYSTEM (E) MALL BULKHEAD ABOVE AAD:FITCH, Inc. FITCH START TILE WORK WITH FULL TILE 16435 North Scottsdale Rd. Suite 195 Scottsdale, Arizona 85254 T +1 480 998 4200 F+1 480 998 7223 www.FITCH.com LEASE LINE P.N. ADO12005 (N) SERVICE \,d SERVICE DOOR \ MALL SERVICE CORRIDOR PAINT STOCKROOM FLOOR :- 6.C.. TO TRENCH SLAB 4 RUN CONDUIT IN SLAB- co (E) MALL BULKHEAD ABOVE (N) 5/4" THICK CLEAR TEMPERED GLAZING SYSTEM ALSO G R O U P E 2300 EVILE - BELANGER, MONTREAL QUEBEC, CANADA, H4R 3J4 TEL.: (514) 747 -2536 FAX: (514) 747 -6504 OJET /PROJECT: NOTE: REM TO SHEET "3A" FOR ALL WALL TYPE INFORMATION (E) DEMISING PARTITION (E) STRUCTURAL COLUMN W/ NEW PARTITION FURRIN6 BY 6.C.. PAINT STOCKROOM WALLS WITH ONE GOAT WHITE PRIMER (TYP)— 1---CERAMIC FLOOR TILE (TO LEASE I LINE) SEE PATTER 1' -5Y2" 6' -5Yz" 11'- 113/4" —(E) DEMISING PARTITION - 63/4„ (E) NEUTRAL PIER 11' -3Y2" FIXTURE PLAN SCALE 1/4 " :1'-0" C,�II� 4 _ 1113/4 \11Y2' 28' -O" 4' -2" crtr�► MAY 0 4 2012 PERMIT CENTER ALDO SOUTHGENTER WESTF ILO SEATTLE, WASHINGTON TITRE /TITLE: CONSTRUCTION PLAN PROJET NO. /PROJECT NO. 2I61 ECHELLE /SCALE: ± 78' -5" (FIELD VERIFY) DESSINE /DRAWN: A.M.J. VERIFIE /CHECKED: K.S. H:\Omego\ALDO\AD012005 — South Center Shopping Town \Cad \2167_1.dwg CONCEPT, ANNEE /YEAR: AA06 } k Ys' INT. "J" MOLDING #DI2A CLEAR ANODIZED ALUMINUM FINISH 8' -0" EXTRUSION CORNER DETAIL 6 " :I' 0 Y2" INT. "J" MOLDING #D 12A CLEAR ANODIZED ALUMINUM FINIS 8' -0" EXTRUSION 1/2" THIGK MELAMINE PANEL, FINISH ( -- i =WISH DETAIL 6"= I' -0" GYPSUM N 5" WALL TYPE : 11 -0" PM TOILET ROOM WALL. =MOM %e" THICK GYPSUM BOARD, TYPE X, FROM SLAB TO UNDERSIDE OF GEILIN6 3 5/8" METAL 5TUD5 INSTALLED ®16" c.c. %" THICK 6YP5UM BOARD, TYPE X, FROM SLAB TO A HEI6HT OF + 8' -0" A.F.F. y4 ti 53,6" WALL TYPE 3" 'Lou N@N WALL GON5TR11GTIOt %8' THICK GYPSUM BOARD, TYPE X, FROM SLAB TO U/5 OF STOCKROOM CEILING 3 %" METAL STUDS INSTALLED ®Ib" G.c. %8' THICK GYPSUM BOARD, TYPE X, FROM SLAB TO U/5 OF SALES AREA GEILIN6 / STOCKROOM ENTRANCE GEILIN6 )2" THIGK MELAMINE PANEL FINISH GLUED TO 6YPSUM BOARD 7 Y2" INT. "J" MOLDING #D I2A CLEAR ANODIZED ALUMINUM FINISH 8' -0" EXTRUSION 1/2" THICK MELAMINE PANEL, FINISH 11:7 /2' INT. "J" MOLDING #D 12A CLEAR ANODIZED ALUMINUM FINISH e 8' -0" EXTRUSION GYPSUM BO"� I/2" THIGK MELAMINE PANEL, FINISH \F7 ti 1STOGKROOMI FINISHED FLOOR 4%8' WALL TYPE 11 _ I' -0" SALES AREA GEILIN6 %" THICK GYPSUM BOARD, TYPE X, FROM SLAB TO 12' -0" A.F.F. WELDED WIRE MESH FROM 6YP5UM BOARD TO U/5 OF DECK ON STOCKROOM SIDE 3 %" METAL STUDS INSTALLED ® lb" c.c. SALES AREA I %" THIGK GYPSUM BOARD, TYPE X, FROM SLAB TO UNDERSIDE OF 5ALE5 AREA GEILIN6 wA /40 VARIES WALL TYPE EXISTING DEMISING WALL GON5TRUGTga EXISTING DEMI51N6 WALL FRAMING FROM SLAB TO DECK ABOVE 6ENERAL CONTRACTOR TO PATCH REPAIR TO MAINTAIN A ONE HOUR RATIN6 PER U.L. DESIGN NO. U -465 11 1' -011 Pr VARIES WALL TYPE DE•II5IN6 PARTITION CGESTRUGTIO 4 EfY LANDLORD: NEV INTERIOR WALL FRAMING FROM SLAB TO DECK ABOVE GENERAL CONTRACTOR TO PATCH $ REPAIR AS NEEDED TO LIKE NEW CONDITION 311 = 'Lou GYPSUM BOA Y2" INT. "J" MOLDING "—I/2" THICK #DI2A CLEAR MELAMINE PANEL, ANODIZED ALUMINUM FINISH FINISH 8' -0" EXTRUSION CORNER DETAIL 6 " =1' -0" Eik I/2" THICK MELAMINE PANEL, FINISH L2► y2' INT. "J" MOLDING #DI2A CLEAR ANODIZED ALUMINUM FINISH ED 8' -0" EXTRUSION C" 44" WALL TYPE 3" 'Lou NM WALL CONSTRUCTION 3 %" METAL STUDS INSTALLED @ lb" c.c. %" THICK 6YPSUM BOARD, TYPE X, FROM SLAB TO UNDERSIDE OF STOREFRONT 6YPSUM BULKHEAD / SALES AREA GEILIN6 OR SPECIFIED HEI6HT _ MOP SINK WALL CONSTRUCTION -s /8" THICK 6YPSUM BOARD, TYPE X, FROM SLAB TO TOP OF GEILIN6 OR UNDERSIDE OF DECK IF NO GEILIN6 3 5/8" METAL STUDS INSTALLED @ 16" G /G. 5/8" THICK WATER RESITANT, 6YPSUM BOARD FROM SLAB TO UNDERSIDE STOCKROOM GEILIN6 (MOP SINK SIDE) WALL TYPE F.R.P. PANEL FROM SLAB TO A HEIGHT OF 4' -0" A.F.F. 1/2" THIGK MELAMINE PANEL, FINISH 72" INT. "J" MOLDING #D 12A CLEAR ANODIZED ALUMINUM FINISH 8' -0" EXTRUSION ZCORNER DETAIL 6"= I I -011 1/2" K PANEL THIG,A.► FINISH MELAMINE \/7 y2" INT. "J" MOLDING #012A CLEAR ANODIZED ALUMINUM FINISH -0" EXTRUSION e i • VARIES WALL BASEBOARD SECTION PAINTED DRYWALL REFER TO INTERIOR ELEVATION FOR FINISH TRANSITION STRIP: SGHIENE SERIES BY "SCHLUTER SYSTEMS ", MODEL #AE 100, 3/8" THIGK ALUMINUM SATIN ANODIZED FINISH CERAMIC TILE BASE AIL STOCKROOM ENTRANCE PLAN \ 1!► / I /2' = I'-0" LINE OF GEILIN6 ' -0 I/2 i GYPSUM BOARD------ • 0 VARIES GREY WALL SECTION 6 ": I' -0" GYPSUM BOARD FINISHED \`i 2" TH. MELAMINE FINISH \►7 " x k REVEAL FINISHED WITH PLASTIC LAgATE TO MATCH TRANSITION STRIP: SGHIENE SERIES BY "SCHLUTER SYSTEMS" z" Ht, MODEL #AE 125 ALUMINUM SATIN ANODIZED FINISH CERAMIC TILE BASE TO BE ALIGNED WITH FACE OF MELAMINE ' - PANEL. 1V bl>-11-ke REVIEWED FOR DE COMPLIANCE ,' APPROVED MAY 1A2012 City of Tukwila BUILDING DIVISION CITYRMINA MAY 0 4 2012 PERMIT CENTER H: \Omega \ALDO \AD012005 — South Center Shopping Town \Cad \2167_1.dwg ALDO DATE MAY 01, 2012 EMIS /ISSUED ALDO / SAJO / L.L., BID $ PERMIT BLAIR S. LEACH STATE OF WASHINGTON NO. DATE REVISION THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ALDO GROUP AND ITS ASSOCIATED COMPANIES TO EXPLAIN THE LAYOUT AND SERVICES REQUIREMENTS FOR THE TRADE FIXTURES OR TO EXPLAIN COMPANY CONSTRUCTION STANDARDS. ALL DIMENSIONS SHALL BE VERIFIED ON SITE. ALL ERRORS AND DISCREPANCIES SHALL BE REPORTED TO THE OWNER BEFORE PROCEEDING WITH THE WORK. NO DIMENSIONS SHOULD BE MEASURED ON THE DRAWING. DIMENSIONS AND AREAS ON THIS DRAWING ARE FOR INFORMATION ONLY AAD:FITCH, Inc. FITCH P.N. AD012005 18435 North Scottsdale Rd. Suite 195 Scottsdale, Arizona 85254 T +1 480 998 4200 1:+1 480 998 7223 www.FITCH.com ALSO G R O U P E 2300 DILE- BELANGER, MONTREAL QUEBEC, CANADA, H4R 3J4 TEL.: (514) 747 -2536 FAX: (514) 747 -6504 PROJET /PROJECT: ALDO SOUTHCENTER WESTF 1 ELD SEATTLE, WASHINGTON TITRE /TITLE: CONSTRUCTION DETA I L5 PROJET NO. /PROJECT NO. 2161 £CHELLE /SCALE: MO WM MN cONCEPT, ANNEE /YEAR: AA06 DESSINE /DRAWN: A.M.J. VERIFIE /CHECKED: K.5, PAGE: 5A a LINE OF STOCKROOM WALL LIGHT BOX MOUNTED ON WALL SURFACE 4%4" 1 1 L -r 1 SIDE NATION I/2■ s 110' PROVIDE ADECUATE SUPPORT TO HANG LIGHT BOX 6YFSUM BOARD AIME LED LIGHTING I GIUANTITY TAO. • LIGHT BOX FRAME ALUMINUM 1:X't'�IJ FINISH CLEAR ANODSION IZED OR BLACK ANODIZED TO 'yT FFUSBI MBA SAME MOUNT METHOD AS FABRIC POSTBE (TBG. BY SUPPLIER) FRAME lAGNJADOPLINu POSTER FABRIC r. Width 6' -0" 5Xo1 6' -0" LIGHT BOX AVAILABLE DIMENSIONS Width 9,-0" 5X(22 5X 06- Width 12' -0" X 03 12' -0" bklq-Pvis REVIEWED FOR E COMPLIANCE APPROVED MAY 1F 2012 City of Tukwila BUILDING DIVISION CITY MAY 0 4 2012 PERMIT CENTER H: \Omega \ALDO \AD012005 — South Center Shopping Town \Cad \2167_1.dwg ALDO DATE MAY 01, 2012 EMIS /ISSUED ALDO / 5AJ0 / L.L., BID It PERMIT NO. DATE REVISION THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ALDO GROUP AND ITS ASSOCIATED COMPANIES TO EXPLAIN THE LAYOUT AND SERVICES REQUIREMENTS FOR THE TRADE FIXTURES OR TO EXPLAIN COMPANY CONSTRUCTION STANDARDS. ALL DIMENSIONS SHALL BE VERIFIED ON SITE. ALL ERRORS AND DISCREPANCIES SHALL BE REPORTED TO THE OWNER BEFORE PROCEEDING WITH THE WORK. NO DIMENSIONS SHOULD BE MEASURED ON THE DRAWING. DIMENSIONS AND AREAS ON THIS DRAWING ARE FOR INFORMATION ONLY AAD:FITCH, Inc. FITCH P.N. ADO 12005 16435 North Scottsdale Rd. Suite 195 Scottsdale, Arizona 85254 T +1 480 998 4200 F +1 480 998 7223 www.FITCH.00m ALDO G R O U P E 2300 EMILE- BELANGER, MONTREAL QUEBEC, CANADA, H4R 3J4 TEL.: (514) 747 -2536 FAX: (514) 747 -6504 PROJET /PROJECT: ALDO SOUTHGENTER YVESTF I ELD SEATTLE, WASH 1 NGTON TITRE /TITLE: LIGHT BOX DETAILS PROJET NO. /PROJECT NO. 2161 ECHELLE /SCALE: MO. OM NM CONCEPT, ANNEE /YEAR: AA06 DESSINE /DRAWN: A.M.J. VERIFIE/C IECKED: K.5. PAGE: 5E3 ADJACENT' TENANT (E) DEMI PARTITION (E) STRUCTURAL COLUMN #1,"" (E) NEUTRAL PIER W/ EXISTIN6 MALL FINISHES (N) 5/8" 6YP. BD. OVER 3 5/8" X 20 6A. MTL. STUD FRAMING ® 16 "® O.G., W/ FINISH ALIGN NEW STOREFRONT DISPLAY UNIT STOREFRONT WINDOW BASE, FINISH LEASE LINE OPEN JOINT (N) 3/4" THICK c,, STOREFRONT CLEAR TEMPERED 6LAZIN6 SYSTEM � MALL (E) MALL BULKHEAD ABOVE NEUTRAL PIER DETAIL 11 : I' -a' (N) 5/8" 6YP. BD. OVER 55/8 "X20 6A. MTL. STUD FRAMING @ lb" O.G., W/ FINISH kik ALI6N '\-NEIN STOREFRONT DISPLAY UNIT-' \f n (N) 3/4" THICK STOREFRONT CLEAR TEMPERED 6LAZIN6 SYSTEM OPEN JOINT y$ ".11 WAWA AM Pr,/ fr/ -;tA r,°d°° Agre ADJACENT TENANT (E) DEMISING PARTITION (E) STRUCTURAL COLUMN LEASE LINE (E) MALL BULKHEAD ABOVE STOREFRONT WINDOW BASE, FINISH Ys MALL (E) NEUTRAL PIER W/ EXISTIN6 MALL FINISHES NEUTRAL PIER DETAIL : 1 -0" cD 0 N 0 z 0 w m 0 d' J Iw w J (N) 3/4" THICK CLEAR TEMPERED STOREFRONT 6LAZIN6 DOORS ENLAR6ED STOREFRONT PLAN (E) MALL BULKHEAD ABOVE 1/2" = I' -0" (N) STOREFRONT 3/4" THICK MDF PANEL BULKHEAD, W/ FINISH (N) RECESSED GLAZING HEADER LINE OF SALES AREA DROP CEILIN6, FINISH (N) 3/4" THICK TEMPERED 6LA55 PANELS (N) 3/4" THICK ' (N) CLEAR STOREFRONT TEMPERED DISPLAY 6LAZIN6 FIXTURE SYSTEM ± 28' -3Y2" (FIELD VERIFY) 25' -9" 7, -4" 1, -10" y 7, -533 1' -10" (E) MALL BULKHEAD (N) I" X I" MTL. CHANNEL REVEAL, FINISH (N) "DORMA" PT 20 TOP PATCH PATCH ART. NO. 833.111 STAINLESS STEEL (N) "DORMA" PT 10 TRANSOM CONNECTOR ART. NO. 833.101 FINISH STAINLESS STEEL (N) ILLUMINATED 5I6NA6E BY/� 5I6NA6E CONTRACTOR (N) "DORMA" PT 40 TRANSOM SIDELITE PATCH ART. NO. 833.144 STAINLESS STEEL n 7, -4" (N) I" X I" MTL. CHANNEL REVEAL, FINISH (E) MALL BULKHEA A 0 5B0 (N) Y&' WIDE 6LAZIN6 BUTT JOINT (N) SUSPEDNED STOREFRONT DISPLAY POSTER, 6.G. TO REFER TO FIXTURE PLAN FOR MORE INFO. (E) MALL NEUTAL PIER W/ EXISTIN6 FINISHES (N) STOREFRONT DISPLAY TABLE, 6.C. TO REFER TO FIXTURE PLAN FOR MORE INFO. 2285mm DOOR HANDLES / STOREFRONT ELEVATION 1/2" : I' -0" A 06 5A AA 0 5A31 4" HI6H WINDOW 'AMINE FINISH Ys (N) 3/4" THICK STOREFRONT GLASS TRANSOM TOP ED6E OF BOTTOM RAIL SHALL BE BEVELED AN ANGLE OF 60 DE6REE FROM THE HORIZONTAL PLANE. (N) 3/4" THICK STOREFRONT GLASS ENTRY DOORS bk). 4" HIGH ININDOIZAMIN6 FINISH REVIEWED FOR DE COMPLIANCE APPROVED MAY 1 2012 City of Tukwila BUILDING DIVISION H: \Omega \ALDO \AD012005 (N) STOREFRONT 3/4" THICK MDF PANEL BULKHEAD, W/ FINISH In (N) RECESSED 6LAZIN6 HEADER LINE OF SALES AREA DROP GEILIN6, FINISH (N) 3/4" THICK TEMPERED GLA55 PANELS �i (N) Ye" WIDE 6LAZIN6 BUTT JOINT (N) SUSPEDNED STOREFRONT DISPLAY POSTER, 6.G. TO REFER TO FIXTURE PLAN FOR MORE INFO. (E) MALL NEUTAL PIER W/ EXISTIN6 FINISHES (N) STOREFRONT DISPLAY TABLE, 6.G. TO REFER TO FIXTURE PLAN FOR MORE INFO. CITYRSMIIA MAY 0 4 2012 PERMIT CENTER — South Center Shopping Town \Cad \2167_1.dwg ALDO DATE MAY 01, 2012 EMIS /ISSUED ALDO / SAJO / L.L., BID 4 PERMIT NO. DATE REVISION THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ALDO GROUP AND ITS ASSOCIATED COMPANIES TO EXPLAIN THE LAYOUT AND SERVICES REQUIREMENTS FOR THE TRADE FIXTURES OR TO EXPLAIN COMPANY CONSTRUCTION STANDARDS. ALL DIMENSIONS SHALL BE VERIFIED ON SITE. ALL ERRORS AND DISCREPANCIES SHALL BE REPORTED TO THE OWNER BEFORE PROCEEDING WITH THE WORK. NO DIMENSIONS SHOULD BE MEASURED ON THE DRAWING. DIMENSIONS AND AREAS ON THIS DRAWING ARE FOR INFORMATION ONLY AAD:FITCH, Inc. FITCH P.N. ADO12005 16435 North Scottsdale Rd. Suite 195 Scottsdale, Arizona 85254 T +1 480 998 4200 F+1 480 998 7223 www.FITCH.com ALDO G R O U P E 2300 EMILE- BELANGER, vONTREAL QUEBEC, CANADA, H4R 3J4 TEL.: (514) 747 -2536 FAX: (514) 747 -6504 PROJET /PROJECT: ALDO SOUTHGENTER WESTF I ELD SEATTLE, WASHINGTON TITRE /TITLE: S.F. PLAN, ELEVATION, 4 DETAILS PROJET NO. /PROJECT NO. 2 161 ECHELLE /SCALE: OMINNIME CONCEPT, ANNEE /YEAR: AA06 DESSINE /DRAWN: A.M.J. VERIFIE /CHECKED: ' K.S. f (E) MALL DECK 6ALVANIZED STEEL HANGER WIRE NO.12 5116 @ 4' -0" O.G. MAX 5/8" TYPE "X" 6YP. BD. OVER "U56" DRYWALL SUSPENSION SYSTEM Vi (E) MALL BULKHEAD (N) I" X I" METAL CHANNEL REVEAL, FINISH 151 5/8" TYPE "X" GYP. BD. OVER 3 5/ 8" X 20 6A. MTL STUD FRAMING @ 16" O.C.L! SALES AREA' (N) STOREFRONT SUSPENDED DISPLAY POSTER BEYOND (N) STOREFRONT DISPLAY FIXTURE FINISH FLOOR . ® ®:G' 1► 3/4" MDF OVER 5/8" 'TYPE X' 6YP. BOARD OVER I/2" PLY. o WD. ON 3 5/8" X 20 6A. MTL. 1 STUD FRAMIN6 ( 16" O.G. 'r7 1 (N) INCANDESCENT RECESSED DOWNLI6HT 5/8" TYPE "X" 6YP. BD. OVER 3 5/ 8" X 20 6A. MTL STUD FRAMIN6 (4 16" O.G. -(N) 3/4" THICK STOREFRONT CLEAR TEMPERED &LAZING SYSTEM MALL LEASE LINE (N) INTERIOR PARTITION BEYOND TO HAVE FINISH Ii (N) 4" HI6H STOREFRONT BASE W/ FINISH MALL FINISH FLOOR STOREFRONT SECTION 1/2" = I' -0" /////77///////r f X40 (E) MALL DECK • • (E) MALL STRUCTURAL BEAM NOTE 1: ALL METAL STUD FRAMING TO BE 20ga. STEEL UNLESS OTHERWISE SPECIFIED. INDICATIONS OF HEAVY DUTY FRAMIN6 TO BE IBga. STEEL. Aft Tro NOTE 2: G.G. TO FIELD VERIFY EXISTING LANDLORD'S CONSTRUCTION ON SITE. IF SUCH CONDITIONS INTERFERES W/ NEW TENANT'S BULKHEAD CONSTRUCTION OR 15 NOT WHAT 15 SHOWN ON THIS DRAWING, 6.G. TO NOTIFY ARCHITECT PRIOR TO START OF CONSTRUCTION. 6.G TO REPAIR EXISTING FIRE/SMOKE BARRIER ON BACKSIDE OF EXISTIN6 MALL BULKHEAD. IF ONE DOESN'T NOT EXISTIN6 THEN 6.0. WILL BE REQUIRED TO INSTALL A 04) %" GYP. BD. SMOKE BARRIER TO THE UNDERSIDE OF THE DECK ABOVE. 0 • • 3 5/8" X 206A. DIAGONAL BRACIN6 ® 48" O.G. 6ALVANIZED STEEL HANGER WIRE no.12 5116 ® 4' -0" O.G. MAX. (N))/2" X 5" LON6 F.R.T. PLY. WD. NOTE 3: 6.G. TO FIELD VERIFY STRUCTURAL STABILITY OF EXISTING BULKHEAD AND CONSTRUCTION ON SITE. IF SUCH CONDITIONS INTERFERE W/ NEW CONSTRUCTION AND /OR PRESENT POTENTIAL STRUCTURAL PROBLEMS, 6.0. TO NOTIFY ARCHITECT PRIOR TO START OF CONSTRUCTION. REVISED DETAIL WILL FOLLOW. 3 5/8" X 20&A. DIAGONAL BRACING 48" O.G. 1 11' -4" \ " . 0 0 fi • \ •/� B.O. CEILING 5/8" TYPE "X" 6YP BD. OVER "USG" DRYWALL SUSPENSION SYSTEM. MAIN TEE #D6L11-26 4 CROSS TEE #D6L11-224 r 5/8" TYPE "X" GYP BD. OVER 3 5/ 8" X 20&A. METAL STUD FRAMIN6 t 16" 0 G 1 SALES AREA I ENLARGED STOREFRONT SECTION 1 1/2" = •• I• • • liPit NIMMOIMMINIMOOWERACM 5/8" TYPE "X" VP BD. OVER 5 5/ 8" X 20&A. METAL STUD FRAMIN6 @ 16" O.G./ (N) INCANDESCENT RECESSED DOWNLI6HT CEILING TRACK POSTER SUPPORT (E) MALL BULKHEAD 41-11 1/8 B.O. BULKHEAD (N) I" X I" MTL. I5\ CHANNEL REVEAL (N) 5/4" MDF ON 5/8" 6YP. BD. ON 1/2" PLY. WD. OVER 3 5/8" X 20&A. @ 16" O.G. MTL. STUD FRAMIN6, FINISH A5\ \l7 (N) F.R.T. D. BLOCKING B.O. SOFFIT Tro 11/2" ALUMINUM EXTRUSION "T" ANGLE BY "STYLMARK" # 1 10298 FINISH A5► RECESSED HEADER FOR 5/4" THICK 6LAZIN6 BY "C.R.LAURENCE CATALOG #NH3155GL FINISH BRUSHED STAINLESS LEASELINE (N) 5/4" THICK CLEAR TEMPERED 6LAZIN6 SYSTEM (E) MALL DECK GALVANIZED STEEL HANGER WIRE NO.12 SING 4' -0" O.G. MAX t t Adi (E) MALL BULKHEAD (N) 1" X 1" METAL CHANNEL REVEAL, FINISH A L 'T! 1 3/4" MDF OVER 5/8" 'TYPE X' 6YP. BOARD OVER I/2" PLY. WD. ON 3 5/8" X 20 6A. MTL. STUD FRAMING et--@ I6" O.G.A51 M STOREFRONT o 5I6NA&E BY SI6NA6E CONTRACTOR 0 P 0; • 5/8" TYPE "X" 6YP. BD. OVER "U56" DRYWALL SUSPENSION SYSTEM 5/8" TYPE "X" GYP. BD. OVER 3 5/ 8" X 20 6A. MTL STUD FRAMIN6 @ 16" O C (N) 3/4" THICK STOREFRONT GLAZING TRANSOM 11/ PATCH FITTINGS (N) STOREFRONT SUSPENDED DISPLAY POSTER BEYOND 5ALE5 AREA' (N) 3/4" THICK STOREFRONT 6LAZIN6 DOOR W/ PATCH FITTINGS (N) STOREFRONT DISPLAY FIXTURE FINISH FLOOR 10,1' L 3/4" MDF OVER 5/8" 'TYPE X' GYP. BOARD OVER 1/2" PLY. WD. ON 3 5/8" X 20 6A. MTL. STUD FRAMIN6 @ I6" 0.G. AI �f7 (N) INCANDESCENT RECESSED DOWNLI6HT (N) 3/4" THICK STOREFRONT CLEAR TEMPERED GLAZING SYSTEM LEASE LINE MALL (N) 60" STOREFRONT 6LAZIN6 DOOR HANDLES (N) 4" HIGH STOREFRONT BASE W/ FINISH /5\ MALL FINISH FLOOR r. STOREFRONT SECTION V2" = 1' -0" ////777/////// LMA, DECK N �/ 3 5/8" X 206A. DIAGONAL BRACING ® 48" O.G. 6ALVANIZED STEEL HANGER WIRE no.12 5116 ® 4' -0" O.G. MAX. 11' -4" B.O. CEILING [!i1 (E) MALL STRUCTURAL BEAM NOTE 1: ALL METAL STUD FRAMIN6 TO BE 20ga. STEEL UNLESS OTHERWISE SPECIFIED. INDICATIONS OF HEAVY DUTY FRAMIN6 TO BE I8ga. STEEL. NOTE 2: 6.C. TO FIELD VERIFY EXISTING LANDLORD'S CONSTRUCTION ON SITE. IF SUCH CONDITIONS INTERFERES W/ NEW TENANT'S BULKHEAD CONSTRUCTION OR 15 NOT WHAT 15 SHOWN ON THIS DRAWING, 6.C. TO NOTIFY ARCHITECT PRIOR TO START OF CONSTRUCTION. 6.0 TO REPAIR EXISTING FIRE/SMOKE BARRIER ON BACKSIDE OF EXISTIN6 MALL BULKHEAD. IF ONE DOESN'T NOT EXISTING THEN 6.0. WILL BE REQUIRED TO INSTALL A (N) %" 6YP. BD. SMOKE BARRIER TO THE UNDERSIDE OF THE DECK ABOVE. 0 1 • • • • REVIEWED FOR CODE COMPLIANCE APPROVED MAY 1 2012 City of Tukwila BUILDING DIVISION (E) MALL BULKHEAD NOTE 3: G.G. TO FIELD VERIFY STRUCTURAL STABILITY OF EXISTIN6 BULKHEAD AND CONSTRUCTION ON SITE. IF SUCH CONDITIONS INTERFERE W/ NEW CONSTRUCTION AND /OR PRESENT POTENTIAL STRUCTURAL PROBLEMS, 6.C. TO NOTIFY ARCHITECT PRIOR TO START OF CONSTRUCTION. REVISED DETAIL WILL FOLLOW. (N) INCANDESCENT RECESSED DOWNLIGHT (N) F.R.T. WOOD BLOCKIN6 1 1 1 1 B.O. BULKHEAD (N) I" X I" MTL. CHANNEL REVEAL 8 1: (N) 3/4" MDF ON 5/8" GYP. BD. ON 1/2" PLY. WD. OVER 3 5/8" X 206A. ® 16" 0.G. MTL. STUD FRAMING, FINISH 3 5/8" X 206A. DIAGONAL BRACING 48" 0.G. •• 5/8" TYPE "X" 6YP BD. OVER "U56" DRYWALL SUSPENSION SYSTEM. MAIN TEE #D6L11-26 $ CROSS TEE #D6L11-224 5/8" TYPE "X" 6YP BD. OVER 3 5/ 5" X 20&A. METAL STUD FRAMIN6 ® lb" 0 C SALES AREA I /J v:7 ENLARGED STOREFRONT SECTION 1 1/21 L. I'-o' (N) STOREFRONT 5I6NA6E BY 5I&NA6E c CONTRACTOR Gs) RECESSED HEADER FOR 3/4" THICK GLAZING BY "C.R.LAURENCE CATALOG #NH3B5GL FINISH BRUSHED STAINLE55 (N) 5/4" MDF ON 5/5" 6Y ON I /2" PLY. IND. 0 20GA. @ lb" 0.G. FRAMING, FINIS (N) 5/4" TRAN M •1',) . BD. 3 5/8" X STUD GK CLEAR TEMPERED ) "DORMA" PT 20 TO PATCH PATCH ART. NO. 8 .111 STAINLESS STE (N) "DOR " PT 40 TRANS° SIDEL PATCH ART. NO .55.114 STAINLESS STEEL pr B.O. SOFFIT M) " THICK E SY R' 11/2" ALUMINUM EXTRUSION "T" ANGLE BY "STYLMARK" #110298 FINISH MALL LEASELINE VintA TEMPERED 6LAZIN6 GL T 0 4 2012 PERMITCENTER '- \Omeaa \AI DO \AD012005 - South Center Shannina Town \Cad \216 _1.dwg ALDO DATE MAY 01, 2012 EMIS /ISSUED ALDO / 5AJ0 / L.L., BID 4 PERMIT NO. DATE REVISION THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ALDO GROUP AND ITS ASSOCIATED COMPANIES TO EXPLAIN THE LAYOUT AND SERVICES REQUIREMENTS FOR THE TRADE FIXTURES OR TO EXPLAIN COMPANY CONSTRUCTION STANDARDS. ALL DIMENSIONS SHALL BE VERIFIED ON SITE. ALL ERRORS AND DISCREPANCIES SHALL BE REPORTED TO THE OWNER BEFORE PROCEEDING WITH THE WORK. NO DIMENSIONS SHOULD BE MEASURED ON THE DRAWING. DIMENSIONS AND AREAS ON THIS DRAWING ARE FOR INFORMATION ONLY AAD:FITCH, Inc. FITCH P.N. A17012005 16435 North Scottsdale Rd. Suite 195 Scottsdale, Arizona 85254 T +1 480 998 4200 F+1 480 998 7223 www.FITCH.com ALDO G R O U P E 2300 ENILE- BELANGER, VONTREAL QUEBEC, CANADA, H4R 3J4 TEL.: (514) 747 -2536 FAX: (514) 747 -6504 PROJET /PROJECT: ALDO SOUTHGENTER WESTF I ELI, SEATTLE, WASHINGTON TITRE /TITLE: STOREFRONT SECTIONS PROJET NO. /PROJECT NO. 2161 ECHELLE /SCALE: CONCEPT, ANNEE /YEAR: AA06 DESSINE /DRAWN: A.M.J. VERIFIE /CHECKED: K.5. PAGE: 4A (N) STOREFRONT GLASS ENTRY DOORS LEASE LINE (E) MALL BULKHEAD ABOVE GLAZING GONER DETAIL 3" = I'-0" STOREFRONT WINDOW BASE, FINISH ICY MALL OPEN JOINT STOREFRONT WINDOW BASE, FINISH Iri\ (N) 3/4" THICK STOREFRONT CLEAR TEMPERED 6LAZIN6 SYSTEM '\---NEW STOREFRONT DISPLAY UNIT- (N) 3/4" THICK STOREFRONT CLEAR TEMPERED 6LAZIN6 SYSTEM -\ VINYL GLAZING STRIP DISPLAY WINDOW I NEOPRENE SETTING BLOCK FLOOR TILE 1 1 1 ,1 11 11 10�'i ►_- '- •• ; ;: ;. ••••• -•' -•• ErMijr7777770•,00000.000,00000, 3/4" THICK TEMPERED CLEAR 6LA55 WITH BUTT JOINTS MALL LEASE LINE (N) 4" 6LAZIN6 BASE 4t5R45B534CL BY "C.R.LAURENCE" FINISH (ATTACH ON SALES AREA SIDE ONLY) LY� MY ROUT JOINT PER LANDLORD SPECS. MALL FLOORING 7/743/77#7 W /// ti 44, . cji, ' ie.4 CONCRETE SLAB GROUT JOINT TO BE 3/16" TO I/8" MAXIMUM WIDE, SEE FINISH LEGEND FIRE RATED WOOD BLOCKING SHOW WINDOW DETAIL 6" = "HILTI" DN OR D5 SHOT PINS 1" EMBEDMENT INTO SLAB AT 24" O.G. (L.A.R.R. 25b46) SPECIAL INSP. REQUIRED " [51 ( ACRYLIC SIDES TO BE PAINTED TO MATCH TRANSFORMER 12 VDG BEHIND WALL E E u) 0 0 D Ak LINE OF BULKHEAD BACKING PAINTED WHITE Y2" (ISmm) TH. WHITE "INTEL" LED Y2" (I3mm) TH. TRANSLUSGENT WHITE ACRYLIC #I0 METAL SCREWS IN EXP. SHIELD ACRYLIC SIDES TO BE PAINTED TO MATCH NW' (N) 3/4" MDF OVER 5/8" 6YP. BD. ON F.R.T. 1/2" PLY. WD. OVER 3 5/8" X 206A. @ 16" O.G. MTL. STUD FRAMIN6, FINISH (N) F.R.T. WD. BLOGKIN6 AS NEEDED AZL 1 Y2" ALUMINUM EXTRUSION "T" ANGLE BY "STYLMARK" it 110298 FINISH rl• M! MALL I N (N) 5/8" THICK GYP. BD. OVER 3 5/8" X 206A. MTL. STUD FRAMING @ 16" O.G. FINIS 6" = 1' -0" FINISH DETAIL 3/4" THICK TEMPERED CLEAR 6LASS SYSTEM— RECESSED HEADER FOR 3/4" THICK GLAZING BY "C.R.LAURENCE GATAL06 #NH3BSGL FINISH BRUSHED STAINLESS -r • • • • • /// 1/2" THICK TEMPERED CLEAR &LASS SYSTEM SOFFIT FINISH DETAIL 6" = (N) 3/4' MDF OVER 5/8" 6YP. BD. ON F.R.T. I/2" PLY. WD. OVER 3 5/8" X 206A. @ 16" O.G. MTL. STUD FRAMING, FINISH \I7 (N) 3/4" MDF OVER 5/8" GYP. BD. ON F.R.T. 1/2" PLY. WD. OVER 3 5/8" X 206A, lb" O.G. MTL. STUD FRAMING, FINISH �f7 (N) "L" AN6LE REFER TO STRUCTURAL DRAWIN6S FOR MORE INFO. MALL I I Y2" ALUMINUM EXTRUSION "T" ANGLE BY "STYLMARK" #110298 FINISH LEASE LINE V! REVIEWED FOR DE COMPLIANCE APPROVED MAY 162012 t. City of Tukwila BUILDING DIVISION (N) 3/4" THICK STOREFRONT CLEAR TEMPERED 6LAZIN6 SYSTEM '\-NE1/41 STOREFRONT DISPLAY UNIT- STOREFRONT WINDOW BASE, FINISH (N) 6YP. BD. SOFFIT ABOVE (N) 3/4" THICK STOREFRONT CLEAR TEMPERED GLAZING SYSTEM STOREFRONT WINDOW BASE, FINISH OPEN JOINT GLAZING GONER DETAIL 3" = I' -O" pi).- 14 H: \Omega \ALDO \AD012005 — South VC LA MAY 042012 PERMIT CENTER Center Shopping Town \Cad \2167_1.dwg TITRE /TITLE: STOREFRONT DETAILS PROJET NO. /PROJECT NO. 2 I6/ ECHELLE /SCALE: CONCEPT, ANNEE /YEAR: AA06 PAGE: 4B AAD:FITCH, Inc. FITCH P.N. ADO 12005 16435 North Scottsdale Rd. Suite 195 Scottsdale, Arizona 85254 T +1 480 998 4200 F +1 480 998 7223 www.FITCH.COm ALDO G R O U P E 2300 Ev11LE- BELANGER, v1ONTREAL QUEBEC, CANADA, H4R 3J4 TEL.: (514) 747 -2536 FAX: (514) 747 -6504 ALDO DATE MAY 01, 2012 ALDO / SAJO / L.L., BID 4 PERMIT BLAIR S. LEACH STATE OF WASHINGTON NO. DATE THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ALDO GROUP AND ITS ASSOCIATED COMPANIES TO EXPLAIN THE LAYOUT AND SERVICES REQUIREMENTS FOR THE TRADE FIXTURES OR TO EXPLAIN COMPANY CONSTRUCTION STANDARDS. ALL DIMENSIONS SHALL BE VERIFIED ON SITE. ALL ERRORS AND DISCREPANCIES SHALL BE REPORTED TO THE OWNER BEFORE PROCEEDING WITH THE WORK. NO DIMENSIONS SHOULD BE MEASURED ON THE DRAWING. DIMENSIONS AND AREAS ON THIS DRAWING ARE FOR INFORMATION ONLY PROJET /PROJECT: ALDO SOUTHGENTER WEST I ELD SEATTLE, WASHINGTON EMIS /ISSUED REVISION VERIFIE/C ECKED: K.5. DESSINE /DRAWN: A.M.J. 5/8" TYPE "X" GYP. P. (TYP. BOTH SIDES). VERIFY THAT THE SHOWN METHOD OF ATTACHMENT IS ACCEPTABLE WITH THE ON -SITE COORDINATOR. IF NOT, CONTACT ARCHITECT FOR ALTERNATE DETAIL. VERIFY THAT THE SHOWN METHOD OF ATTACHMENT IS ACCEPTABLE WITH THE ON -SITE COORDINATOR. IF NOT, CONTACT ARCHITECT FOR ALTERNATE DETAIL. ALDO DATE EMIS /ISSUED 3 5/8" X 20ga. METAL STUD FRAMING (IC50 #ER 4943 P) EXISTING METAL PAN DECK. UNISTRUT P 1000 CLAMPED TO TOP CHORD OF JOIST W/ UNISTRUT BEAM CLAMP #P 1386. EXISTING METAL PAN DECK. 2 #10 SGREINS AT EACH 1 CONNECTION. UNISTRUT P 1000 CLAMPED TO TOP CHORD OF JOIST W/ UNISTRUT BEAM CLAMP #P 1386. MAY 01, 2012 ALDO / 5AJO / L.L., BID 4 PERMIT 5 5/8" X 20 GAUGE DIA&IONAL BRACING. ® 48" O.G. ( 45 ALTERNATE SIDES. USE UNISTRUT P 1003, W/ WIDE BASE FLANGE, AT CONDITIONS WHERE SOFFIT CRO55E5 TRUSSES. USE UNISTRUT P 1005, W/ WIDE BASE FLANGE, AT CONDITIONS WHERE SOFFIT CROSSES TRUSSES. 'HILTI' DN OR D5 SHOT PINS I" EMBEDMENT INTO SLAB AT 24" O.G. (I.G.G. # 1663) SPECIAL INSP. REQUIRED METAL STUDS (SEE SHT. A I) 1/2" MIN. FOR DEFLECTION. (2) #8 TEK SCREWS AT EA. CONNECTION, CONT. 20 GA, BOTTOM TRACK (1060 *ER 4943 P) CONTINUOUS 22 GA. FLOORING S BASE MATERIAL (SEE PLANS) 20 6A. DEEP LEG TRACK ATTACHED TO DECK 5/8" TYPE "X" GYP. BD. (TYP. BOTH SIDES). CONT. 20 6A. SLOTTED DEEP LEG TRACK ATTACH TO METAL STRAPS. (2) #I0 SELF TAPPING TEK SCREWS @ I6" O.G. EXISTING JOIST. XISTIN6 CONCRETE SLAB BRACING DETAIL FOR FLOOR SUPPORTED FRAMING ONLY! 3 5/8" X 20 6A. METAL STUDS ® 16" O.G. -3 5/8" X 20 6A. DIA6. BRACING AT 48" O.G. TO STRUCTURE, TYP. BRACING DETAIL FOR FLOOR SUPPORTED FRAMING ONLY! EXISTING JOIST. TYP. BOTTOM OF PARTITION DETAIL SCALE: I" = 1' -0" TOP OF INT. WALL BRACING DETAIL SCALE I" : 1' -0" ATTACHMENT TO STRUCTURE ABOVE SCALE N.T.S. TYP. DIM. BRACING CONN. TO DECK SCALE N.T.S. 6.G. TO PROVIDE A MIN. 2" LEG ON PERIMETER WALL ANGLES T11�- COMPRESSION STRUTS ®12' -0" O.G. EA. WAY ANCHOR TO STRUCTURE ABOVE. 5/4" MIN. CLEAR CROSS RUNNER OR MAIN RUNNER 6.G. TO PROVIDE A MIN. 2" LEG ON PERIMETER WALL ANGLES 1/2" EMT. COMP. STRUT TIGHT TO STRUCT. ABOVE. CONFESSION STRUT REQ'D. AT EA. SEISMIC RESTRAINT 12' -0" O.G. EA. WAY. REGISTERED ARCHITECT 12' -0" 4' -0 "MIN. '1)56' DGLW DRYWALL SUSPENSION SYSTEM, 1 I/2" X 15/16" CR055 TEES AT 48" O.G. (I.G.G. E5R -1222) 12 A. VERTICAL HANGER WIRES 24" O.G. EA. WAY. DASHED LINE INDICATES 5/52" HOLE DRILLED FOR E3OLT AND LOCK NUT AFTER CEILING 15 LEVELED 5/4" EMT BLAIR S. LEACH STATE OF WASHINGTON NOTE TIE TWO ADJACENT WALL TO CEILING MAIN 4 CROSS RUNNERS. (4) 12 GA., 45° SPLAY WIRES AT EVERY STRUT, 12' -0" D.G. EACH WAY. WHITE LETTERS AND FIGURES ON BLUE FIELD. RAISED BRAILLE AT BOTTOM OF 516N. .4v�° 'U56' PGLW DRYWALL SUSPENSION CEILING SYSTEM. (1.G.G. ESR -1222) / FINISH FLOOR MIN. 8 GAUGE WIRES. 5/8" TYPE "X" GYPSUM BOARD WITH TAPED JOINTS SANDED SMOOTH. NOTE: UNISEX SANITARY FACILITIES SHALL BE IDENTIFIED BY A CIRCLE, I/4" THICK, 12 " IN DIAMETER WITH A 1/4" THICK TRIANGLE SUPERIMPOSED ON THE CIRCLE AND WITHIN THE 12" DIAMETER. THESE GEOMETRIC SYMBOLS SHALL BE CENTERED ON THE DOOR AT A HEIGHT OF 60" AND THEIR COLOR AND CONTRAST SHALL BE DITINGTLY DIFFERENT FROM THE COLOR AND CONTRAST OF THE DOOR. MEN'S ] WOMEN'S RESTROOM SIGNAGE SCALE I" = I' -0" MOUNTING LOCATION AND HEIGHT WHERE PERMANENT IDENTIFICATION 15 PROVIDED FOR ROOMS AND SPACES, RAISED Ltl1tK5 SHALL BE PROVIDED AND SHALL BE ACCOMPANIED BY BRAILLE IN CONFORMANCE WITH SECTION 111 ?8.5.6. SIGNS SHALL BE INSTALLED ON THE WALL ADJACENT TO THE LATCH OUTSIDE OF THE DOOR. WHERE THERE 15 NO WALL SPACE ON THE LATCH SIDE, INCLUDING AT DOUBLE LEAF DOORS, SIGNS SHALL BE PLACED ON NEAREST ADJACENT WALL, PREFERABLY ON THE RIGHT. MOUNTING HEIGHT SHALL BE 60 INCHES (1524 MM) ABOVE THE FINISHED FLOOR TO THE CENTER LINE OF THE SIGN. MOUNTING LOCATION SHALL BE DETERMINED 50 THAT A PERSON MAY APPROACH WITHIN 5 INCHES ('16 MM) WITHOUT ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHIN THE SWING OF OF THE DOOR. lELEVATI ON NOTE: SUPPORT WIRES FOR ALL CEILING SYSTEMS MUST NOT BE CONNECTED TO ANY OF LANDLORD'S MECHANICAL, ELECTRICAL, PLUMBING, OR FIRE PROTECTION. 'USG' DGLW DRYWALL SUSPENSION SYSTEM, I -1/2" X 1 -1/2" STRAIGHT MAIN TEES 24" D.G. (I .G.G. ESR- 1222) SUSPENDED CEILING BRACING SCALE N.T.S. SUSPENDED GYP. BD. SCALE N.T.S. NO. DATE REVISION THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ALDO GROUP AND ITS ASSOCIATED COMPANIES TO EXPLAIN THE LAYOUT AND SERVICES REQUIREMENTS FOR THE TRADE FIXTURES OR TO EXPLAIN COMPANY CONSTRUCTION STANDARDS. ALL DIMENSIONS SHALL BE VERIFIED ON SITE. ALL ERRORS AND DISCREPANCIES SHALL BE REPORTED TO THE OWNER BEFORE PROCEEDING WITH THE WORK. NO DIMENSIONS SHOULD BE MEASURED ON THE DRAWING. DIMENSIONS AND AREAS ON THIS DRAWING ARE FOR INFORMATION ONLY REVIEWED FOR CODE COMPLIANCE APPROVED MAY 16 2012 AAD:FITCH, Inc. FITCH 16435 North Scottsdale Rd. Suite 195 Scottsdale, Arizona 85254 T +1 480 998 4200 F+1 480 998 7223 www.FITCH.com P.N. ADO12005 DOOR- REFER TO DOOR SCHEDULE (SHEET 5) G.G. TO PROVIDE AND INSTALL F.R.P. WAINSCOT 45" HIGH AT DRINKING FOUNTAIN SURROUND. DRINKING FOUNTAIN NOTE IF THE DRINKING FOUNTAIN 15 LOCATED IN THE PATH OF TRAVEL, A TEXTURED AREA I' -0" AROUND THE FOUNTAIN, CLEARLY IDENTIFIABLE BY THE BLIND 15 REQUIRED. BUBBLER 15 TO BE ACTIVATED BY A HANDICAP PUSH BAR ON FRONT FACE OF UNIT. HOLLOW METAL DOOR FRAME BY G.G. (RATED WHERE REQUIRED) (I/4 ") F.R.T. SHIM (AS REQUIRED) 2 X 4 F.R.T. WD STUD FOR DOOR FRAME ALSO G R 0 U P• E 2300 ENILE- BELANGER, v1ONTREAL QUEBEC, CAS ADA, H4R 3J4 TEL.: (514) 747 -2536 FAX: (514) 747 -6504 PROJET /PROJECT: 5 5/8" X 20ga. MTL STUD FRAMING. (IGBO *ER 4945 P) 5/8" GYP. BD. 30" MIN. ADA APPROVED 4 7/8" (INSTALLATION CLEARANCE) DFiINKIi16 FOUNTAIN DETAIL SCALE N.T.S. crtr�► MAY 0 4 2012 PERMITCENiEIk ALDO SOUTHGENTER WESTF 1E117 SEATTLE, WASH 1 %TON TITRE /TITLE: GENERAL DETAILS PROJET NO. /PROJECT NO. 210 (e'TYP. HOLLOW METAL DOOR JAMB DETAIL 1 r SCALE: 3" : trCHELLE /SCALE: DESSINE /DRAWN: A.M.J. VERIFIE/CHECKED: K.5. }a. \ f.,,_Q,. \Al nnAenm 9nnc _ c,:� 1 +1, re Fe. cti,.r rs. CONCEPT, ANNEE /YEAR: AA06 PAGE: 4C \/ \/: i. „ .4v�° 'U56' PGLW DRYWALL SUSPENSION CEILING SYSTEM. (1.G.G. ESR -1222) / FINISH FLOOR MIN. 8 GAUGE WIRES. 5/8" TYPE "X" GYPSUM BOARD WITH TAPED JOINTS SANDED SMOOTH. NOTE: UNISEX SANITARY FACILITIES SHALL BE IDENTIFIED BY A CIRCLE, I/4" THICK, 12 " IN DIAMETER WITH A 1/4" THICK TRIANGLE SUPERIMPOSED ON THE CIRCLE AND WITHIN THE 12" DIAMETER. THESE GEOMETRIC SYMBOLS SHALL BE CENTERED ON THE DOOR AT A HEIGHT OF 60" AND THEIR COLOR AND CONTRAST SHALL BE DITINGTLY DIFFERENT FROM THE COLOR AND CONTRAST OF THE DOOR. MEN'S ] WOMEN'S RESTROOM SIGNAGE SCALE I" = I' -0" MOUNTING LOCATION AND HEIGHT WHERE PERMANENT IDENTIFICATION 15 PROVIDED FOR ROOMS AND SPACES, RAISED Ltl1tK5 SHALL BE PROVIDED AND SHALL BE ACCOMPANIED BY BRAILLE IN CONFORMANCE WITH SECTION 111 ?8.5.6. SIGNS SHALL BE INSTALLED ON THE WALL ADJACENT TO THE LATCH OUTSIDE OF THE DOOR. WHERE THERE 15 NO WALL SPACE ON THE LATCH SIDE, INCLUDING AT DOUBLE LEAF DOORS, SIGNS SHALL BE PLACED ON NEAREST ADJACENT WALL, PREFERABLY ON THE RIGHT. MOUNTING HEIGHT SHALL BE 60 INCHES (1524 MM) ABOVE THE FINISHED FLOOR TO THE CENTER LINE OF THE SIGN. MOUNTING LOCATION SHALL BE DETERMINED 50 THAT A PERSON MAY APPROACH WITHIN 5 INCHES ('16 MM) WITHOUT ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHIN THE SWING OF OF THE DOOR. lELEVATI ON NOTE: SUPPORT WIRES FOR ALL CEILING SYSTEMS MUST NOT BE CONNECTED TO ANY OF LANDLORD'S MECHANICAL, ELECTRICAL, PLUMBING, OR FIRE PROTECTION. 'USG' DGLW DRYWALL SUSPENSION SYSTEM, I -1/2" X 1 -1/2" STRAIGHT MAIN TEES 24" D.G. (I .G.G. ESR- 1222) SUSPENDED CEILING BRACING SCALE N.T.S. SUSPENDED GYP. BD. SCALE N.T.S. NO. DATE REVISION THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ALDO GROUP AND ITS ASSOCIATED COMPANIES TO EXPLAIN THE LAYOUT AND SERVICES REQUIREMENTS FOR THE TRADE FIXTURES OR TO EXPLAIN COMPANY CONSTRUCTION STANDARDS. ALL DIMENSIONS SHALL BE VERIFIED ON SITE. ALL ERRORS AND DISCREPANCIES SHALL BE REPORTED TO THE OWNER BEFORE PROCEEDING WITH THE WORK. NO DIMENSIONS SHOULD BE MEASURED ON THE DRAWING. DIMENSIONS AND AREAS ON THIS DRAWING ARE FOR INFORMATION ONLY REVIEWED FOR CODE COMPLIANCE APPROVED MAY 16 2012 AAD:FITCH, Inc. FITCH 16435 North Scottsdale Rd. Suite 195 Scottsdale, Arizona 85254 T +1 480 998 4200 F+1 480 998 7223 www.FITCH.com P.N. ADO12005 DOOR- REFER TO DOOR SCHEDULE (SHEET 5) G.G. TO PROVIDE AND INSTALL F.R.P. WAINSCOT 45" HIGH AT DRINKING FOUNTAIN SURROUND. DRINKING FOUNTAIN NOTE IF THE DRINKING FOUNTAIN 15 LOCATED IN THE PATH OF TRAVEL, A TEXTURED AREA I' -0" AROUND THE FOUNTAIN, CLEARLY IDENTIFIABLE BY THE BLIND 15 REQUIRED. BUBBLER 15 TO BE ACTIVATED BY A HANDICAP PUSH BAR ON FRONT FACE OF UNIT. HOLLOW METAL DOOR FRAME BY G.G. (RATED WHERE REQUIRED) (I/4 ") F.R.T. SHIM (AS REQUIRED) 2 X 4 F.R.T. WD STUD FOR DOOR FRAME ALSO G R 0 U P• E 2300 ENILE- BELANGER, v1ONTREAL QUEBEC, CAS ADA, H4R 3J4 TEL.: (514) 747 -2536 FAX: (514) 747 -6504 PROJET /PROJECT: 5 5/8" X 20ga. MTL STUD FRAMING. (IGBO *ER 4945 P) 5/8" GYP. BD. 30" MIN. ADA APPROVED 4 7/8" (INSTALLATION CLEARANCE) DFiINKIi16 FOUNTAIN DETAIL SCALE N.T.S. crtr�► MAY 0 4 2012 PERMITCENiEIk ALDO SOUTHGENTER WESTF 1E117 SEATTLE, WASH 1 %TON TITRE /TITLE: GENERAL DETAILS PROJET NO. /PROJECT NO. 210 (e'TYP. HOLLOW METAL DOOR JAMB DETAIL 1 r SCALE: 3" : trCHELLE /SCALE: DESSINE /DRAWN: A.M.J. VERIFIE/CHECKED: K.5. }a. \ f.,,_Q,. \Al nnAenm 9nnc _ c,:� 1 +1, re Fe. cti,.r rs. CONCEPT, ANNEE /YEAR: AA06 PAGE: 4C (E) DEMISING PARTITION ADJACENT I TENANT (E) STRUCTURAL COLUMN (N) DEMISING PARTITION BY L.L. (N) DEMISING PARTITION BY L.L. SITE VERIFICATION PLAN I/4" = I' -0" MALL SERVICE CORRIDOR ADJAC.ENi� TENANT I (N) DEMISING PARTITION BY L.L. (E) STRUCTURAL COLUMN II (E) NEUTRAL PIER 1'— LEASELINE I f I` I —(E) MALL 1 BULKHEAD I ABOVE (E) DEMISING PARTITION 1 ADJACENT' TENANT ADJACENT TENANT (E) DEMISING PARTITION 11/ MAP" //// F4 //// AI MAP' Alr AY AVAIF Alr ArAFAVAINVM .4F AP" AV Ay Ar AIM APWAFAIGVAI AVAVAIWAIM 0 (E) DEMISING PARTITION (E) STRUCTURAL COLUMN WITHIN INTERIOR PARTITION EIJILD -OUT (E) INTERIOR PARTITION FURRING 6 m O UNDERSIDE OF DECK (E) NEUTRAL PIER EXISTING MALL BULKHEAD LEASE LINE BITE VERIFICATION SECTION I/4" = I' -0" THIS SURVEY IS TO B. GOMLETE MM: DIRfi =LY A TER DEMOLITION AND RETURNE TO T ESNER EEFOR GQMMENGN CONSTRUGTON. SURVEY GHEGKL I ST This survey is to be completed IMMEDIATELY after demolition AND RETURNED to the designer BEFORE COMMENCING CONSTRUCTION. Please complete all dimensions indicated. Please note that all dimensions should be clear dimensions (from the inside of one wall, or column, to the inside of another). If we require dimensions center to center, it will be so noted. All dimension should read 0' -0" to the closest I/8" The existing drawing is to be used as a REFERENCE ONLY and is not to be assumed accurate. Please revised them as actual site conditions. The following CHECKLIST and PLAN should be completed. All items to be checked off 4 signed with name 4 date (completed by), and returned to the designer one the survey is completed, BEFORE COMMENCING CONSTRUCTION. 6EMAL INFORMATION FLOOR PLAN) : • s • I. Indicate location of lease line and dimension in relation to demising cap. 2. Complete all "blank" dimensions. 3. Indicate size of columns shown on plan and dimension in relation to front (lease line) or rear of store. U 4. Indicate type of column, i.e. concrete, H bears, pipe, etc. • 5. Confirm location of W.G. complete dimensions and confirm or show correct location of fixtures. LIb. Show dimensions on demising cap detail. GEILIN6 INFORMATION: • • I. Confirm location of electrical panels, transformers etc., and indicate with measurements on plan. 2. Verify location of electrical outlets. emergency lights, time clock, push buzzer and bell and indicate condition. EMERGENCY LIGHTS GOOD POOR TYPE TIME CLOCK GOOD POOR PUSH BUZZER GOOD POOR BELL GOOD POOR • • LI LI 3. Indicate location 4 height, 4. Indicate location 4 height, 5. Indicate location 4 height, b. Indicate location 4 height, 1. Indicate location 4 height, underside of existing A/C unit 4 ducts. underside of existng main telephone conducts 4 size. underside of existing waste pipe $ size. underside of existing roof drab $ size. underside of existing main sprhkler pipe 4 size. COMPLETED BY: • 8. Note on section dimensions corresponding to the letters A, 5, G and D, below: A - Clear height underside of roof / deck. B - Clear height underside of joist / beams. G - Underside of Mall Bulkhead. D - Existhg ceiling heights (NOte on plan) E - Beams: locate on plan and dimension in relation to demising wall. Show clear underside heights. 1A711-1,0 8 REVIEWED FOR CEDE COMPLIANCE APPROVED MAY 1 6 2012 City of Tukwila UILDiNG DIVISION ortYRSIORA MAY 0 4 2012 PERMIT CENTER H: \Omega \ALDO \AD012005 — South Center Shopping Town \Cad \2167_1.dwg ALDO DATE MAY 01, 2012 EMIS /ISSUED ALDO / SAJO / L.L., BID * PERMIT NO. DATE REVISION THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ALDO GROUP AND ITS ASSOCIATED COMPANIES TO EXPLAIN THE LAYOUT AND SERVICES REQUIREMENTS FOR THE TRADE FIXTURES OR TO EXPLAIN COMPANY CONSTRUCTION STANDARDS. ALL DIMENSIONS SHALL BE VERIFIED ON SITE. ALL ERRORS AND DISCREPANCIES SHALL BE REPORTED TO THE OWNER BEFORE PROCEEDING WITH THE WORK. NO DIMENSIONS SHOULD BE MEASURED ON THE DRAWING. DIMENSIONS AND AREAS ON THIS DRAWING ARE FOR INFORMATION ONLY AAD:FITCH, Inc. FITCH P.N. AD012005 18435 North Scottsdale Rd. Suite 195 Scottsdale, Arizona 85254 T +1 480 998 4200 F+1 480 998 7223 www.FITCH.com ALDO G R 0 U P E 2300 EVILE- BELANGER, N ONTREAL QUEBEC, CANADA, H4R 3J4 TEL.: (514) 747 -2536 FAX: (514) 747 -6504 PROJET /PROJECT: ALnO SOUTHGENTER INESTr 1E117 SEATTLE, WASH 1 %TON TITRE /TITLE: SITE VERIFICATION PLAN PROJET NO. /PROJECT NO. 2161 ECHELLE /SCALE:_ CONCEPT, ANNEE /YEAR: AA06 DESSINE /DRAWN: A.M.J. VERIFIE/COECKED: }a K.S. PAGE: SV EXISTING LANDLORD, DUCTWORK AT 13' -I" AFF TO REMAIN EXISTING LANDLORD DUCTWORK AT 13' -4" AFF TO REMAIN EXISTING VAV AT I2' -8" AFF - TO' REMAIN..........._...... ..£ ............................ ...... .......... NEW 20x18 NEW 18x14 NEW IO" m NEW 10"0 NEW I 0"0 2" WIDE MIN. DUCT STRAP 48" O.G. MAX. RIGID ROUND METAL DUCT EXTERNALLY INSULATED RIGID ROUND DUCT ELBOW EXTERNALLY INSULATED \\— DIFFUSER CEILIN6 C2 ) DUCT DETAIL SCALE: NOT TO SCALE MECHANICAL PLAN SCALE: 1/4" = 1' —O" MECHANICAL EQUIPMENT SCHEDULE EXISTING FAN POWERED BOX MARK MANUFACTURER MODEL # GFMI MIN. GFM SETTING MAX. GFM SETTING VOLT/ PHASE ACCESSORIES REF. NOTE NOTES FP -I TITUS ATS0 -1 2350 1800 2350 208/3 INTEGRAL 3 KW HEAT STRIP 520D -L I. RELOCATE L.L. COMPATIBLE CONTROLS WHERE INDICATED. SEE PLAN S.G. -- —.- ® 530 24x12 -- R.G. AIR DEVICE SCHEDULE (E.H" PRICE) PLAN MARK MODEL # FACE SIZE NECK SIZE TYPE NOTES ASPD -3I 24x24 SEE PLAN S.G. CM SPF FRAME ® v 520D -L 24x24 SEE PLAN S.G. -- —.- ® 530 24x12 -- R.G. -1 MaY NOTES BY SYMBOL @ RELOCATE LANDLORD COMPATIBLE CONTROLS AT 48" AFF. VERIFY EXACT LOCATION PRIOR TO INSTALLATION. ® EXISTING EIAUST FAN AND ALL ASSOCIATED DUCTWORK TO REMAIN. REPAIR OR REPLACE TO LIKE NEW CONDITION TO ENSURE PROPER AND DEPENDABLE OPERATION. O3 CONTRACTOR SHALL FIELD VERIFY EXISTING VAV MEETS OR EXCEEDS THE MINIMUM REQUIREMENTS LISTED IN THE SCHEDULE ON THIS SHEET. REPAIR TO LIKE NEW CONDITION TO ENSURE PROPER AND DEPENDABLE OPERATION. PROVIDE ALTERNATE BID TO INSTALL NEW AS SPECIFIED IF NECESSARY. VAV NOTES I. USE ONLY LANDLORD SPECIFICATION VAV CONTROLS FOR THIS PROJECT. REFER TO TEMPERATURE CONTROL NOTES THIS SHEET FOR ADDITIONAL INFORMATION ON PROGRAMMING AND FINAL WIRING CONNECTIONS TO THE LANDLORD'S SYSTEM. 2. UTILIZE ONLY RIGID DUCTWORK UPSTREAM OF THE VAV BOX. PROVIDE FOUR EQUIVALENT DUCT DIAMETERS OF STRAIGHT DUCTWORK DIRECTLY UPSTREAM OF THE VAV BOX INLETS. 3. T.G.G. SHALL MAINTAIN ALL LL RETURN AIR OPENINGS IN DEMISING WALLS TO ENSURE OPERATION OF LL CENTRAL VAV SYSTEM. MECHANICAL NOTES I. FIRST TWENTY FEET OF SUPPLY/RETURN DUCTWORK FROM/TO UNIT SHALL BE INSULATED INTERNALLY WITH I -I /2" ACOUSTICAL LINER. DUCT DIMENSIONS SHOWN ARE INSIDE CLEAR. 2. FLEX DUCT SHALL BE PREINSULATED WITH I -1/2" THICK FIBERGLASS, 1* DENSITY FLEXMASTER OR EQUAL. PROVIDE SPIN -IN FITTING WITH INTEGRAL VOLUME: DAMPER AT EACH TAP. MAXIMUM FLEX RUN - FIVE FEET f5' -0"9. 3. T.G.G. SHALL VERIFY EXACT LOCATION OF HVAC EQUIPMENT BEFORE FABRICATING DUCTWORK. 4. UPON COMPLETION OF CONSTRUCTION T.G.G. SHALL CLEAN COILS, ADJUST BELTS, REFRIG. CHARGE AND REPLACE FILTER MEDIA TO OBTAIN MAXIMUM EFFICIENCY. 5. T.G.G. SHALL PAINT ALL DIFFUSERS AND GRILLES TO MATCH ADJACENT CEILING OR AS SPECIFIED IN ARCHITECTURAL DRAWINGS. 6. PROVIDE BALANCING DAMPER AT DIFFUSER WHERE ACGE5515 LIMITED. 7. EXISTING DUCTWORK TO REMAIN AND BE REUSED WHERE POSSIBLE. b. I4VAC WORK TO CONFOR1 TO ALL APPLICABLE STATE, LOCAL AND REGULATORY AGENCY CODE REQUIREMENTS. T.G.C. SHALL USE LANDLORD APPROVED AIR BALANCING CONTRACTOR 5. PROVIDE NEW DUCTWORK AS REQUIRED. T.B.G. SHALL GAP AND SEAL ALL UNUSED PORTIONS OF DUCTWORK AIRTIGHT. ANY NEW DUCTWORK SHALL BE FABRICATED FROM GALVANIZED SHEET METAL OR STAINLESS STEEL. FIBERGLASS DUCTWORK WILL NOT BE PERMITTED. N0 PVC PIPING ALLOWED. 10. ALL ABANDONED HVAG EQUIPMENT SHALL BE REMOVED COMPLETELY FROM SPACES AND ROOF BACK TO POINT OF ORIGIN. II. ALL ROOF WORK 15 TO BE PERFORMED BY LANDLORD DESIGNATED CONTRACTOR AT THE TENANTS EXPENSE. 12. T.B.G. SHALL DEMOLISH AND REMOVE ANY EXISTING DUCTWORK AND DIFFUSERS NOT BEING REUSED. S. REBALANCE THE SYSTEM WITH NEW GFM'S SHOWN. cmr MAY 0 4 2012 PERMIT CENTER R: \ALDO \-_Fitch\ 2012. Projects \12. 3243. SoutheenterMall .Settle.WA \12.3243.M1.dwg ALDO DATE EMIS /ISSUED MAY 01, 2012 ALDO / SAJO / L.L., BID 4 PERMIT PRINT DATE 2012 -05 -01 NO.I DATE I REVISION THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ALDO GROUP AND ITS ASSOCIATED COMPANIES TO EXPLAIN THE LAYOUT AND SERVICES REQUIREMENTS FOR 1HE TRADE FIXTURES OR TO EXPLAIN COMPANY CONSTRUCTION STANDARDS. ALL DIMENSIONS SHALL BE VERIFIED ON SI1E. ALL ERRORS AND DISCREPANCIES SHALL BE REPORTED TO THE OWNER BEFORE PROCEEDING WITH THE WORK. NO DIMENSIONS SHOULD BE MEASURED ON THE DRAWING. DIMENSIONS AND AREAS ON THIS DRAWING ARE FOR INFORMATION ONLY d p c e don penn • consulting engineer 635 Westport Parkway Suite 300 Grapevine, Texas 76051 Phone: 817 - 410 -2858 Fax: 817 - 251 -8411 ALDO G R O U P E 2300 EMILE - BELANGER, MONTREAL QUEBEC, CANADA, H4R 3J4 TEL.: (514) 747 -2536 FAX: (514) 747 -6504 PROJET /PROJECT: ALDO SOUTHGENTER WESTF 1 ELD SEATTLE, WASHINGTON TITRE /TITLE: MECHANICAL PLAN PROJET NO. /PROJECT NO. 2167 DESSINE /DRAWN: DA/JG ECHELLE /SCALE: VERIFI /CHECKED: BH CONCEPT, ANNEE /YEAR: AAO6 PAGE: M -I EXISTING LANDLORD DUCTWORK AT IS' -I" AFP TO REMAIN 1 EXISTING LANDLORD DUCTWORK AT IS' -4" AFF TO REMAIN EXISTING VAV AT 12' -S" AFF TO REMAIN. REFER TO M-I I? � e 0 e 0 e e NL El H e MECHANICAL DEMOLITION PLAN SCALE: 1 /4" = 1' -0" 0 El V.4a e 8 H DEMO NOTES I. EXISTING DUCTWORK AND DIFFUSERS TO BE REMOVED AS NOTED. 2. REMOVE ALL EXISTING MECHANICAL EQUIPMENT, DUCTWORK, PLUMBING FIXTURES AND PIPING SYSTEMS ETC. NOT BEING REUSED. DO NOT JUST ABANDON. NOTES BY SYMBOL Ol EXISTING GRILLES AND ASSOCIATED BRANCH DUCT INDICATED ARE TO BE DEMOLISHED O MECHANICAL CONTRACTOR TO UTILIZE AS MUCH EXISTING DUCTWORK A5 POSSIBLE IF IT MEETS SIZES SHOWN ON M -I REGARDLESS OF WHAT 15 SHOWN TO BE DEMOLISHED ON THIS PLAN. VERIFY IN FIELD ACTUAL EXISTING SIZES . D� PP414,i 04,61114" fielOte 40 cxr1RFORNALA MAY 0 4 2012 PERNpTCENTER R: \ALDO \_F'Itch \2012.ProJecta \12. 3243. Southcentertall .settle.WA \12.3243.M1A.dwg ALDO DATE EMIS /ISSUED MAY 01, 2012 ALDO / SAJO / L.L., BID 4 PERMIT PRINT DATE 2012 -05 -01 NO.I DATE I REVISION THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ALDO GROUP AND ITS ASSOCIATED COMPANIES TO EXPLAIN THE LAYOUT AND SERVICES REQUIREMENTS FOR THE TRADE FIXTURES OR TO EXPLAIN COMPANY CONSTRUCTION STANDARDS. ALL DIMENSIONS SHALL BE VERIFIED ON SITE. ALL ERRORS AND DISCREPANCIES SHALL BE REPORTED TO THE OWNER BEFORE PROCEEDING WITH THE WORK. NO DIMENSIONS SHOULD BE MEASURED ON THE DRAWING. DIMENSIONS AND AREAS ON THIS DRAWING ARE FOR INFORMATION ONLY d p c e don penn • consulting engineer 635 Westport Parkway Suite 300 Grapevine, Texas 76051 Phone: 817 -410 -2858 Fax: 817-251-8411 ALDO G R O U P E 2300 EMILE - BELANGER, MONTREAL QUEBEC, CANADA, H4R 3J4 TEL.: (514) 747 -2536 FAX: (514) 747 -6504 PROJET /PROJECT: ALDO SOUTHGENTtR INESTF I ELD SEATTLE, WASH I NGTON TITRE /TITLE: MECHANICAL DEMOLITION PLAN PROJET NO. /PROJECT NO. 2161 DESSINE /DRAWN: DA/JG ECHELLE /SCALE: CONCEPT, ANNEE /YEAR: AAO6 VERIFIE /CHECKED: BH M -IA PAGE: 10 GENERAL NOTES 1.1 THE COMPLETE INSTALLATION SHALL BE MADE IN STRICT ACCORDANCE WITH THE LANDLORDS REQUIREMENTS. CONSULT LANDLORD'S DESIGN CRITERIA. MECHANICAL SPECIFICATIONS 15100 - GENERAL PRESCRIPTIONS 15400 - FIRE PROTECTION (CONTINUED) 11.0 DRAWINGS SHALL INDICATE IN CLEAR MANNER: a. LOCATION OF THE BUILDING b ADDRESS OR ANY OTHER MEANS FOR DESIGNATION OF THE BUILDING G. HAZARD ZONE SCHEDULE d. FIRE PROTECTION SUBCONTRACTOR'S NAME AND ADDRESS e. AUTHORITIES HAVING JURISDICTION NAME f. THE SYSTEM DESIGN CRITERIA'S SUCH AS HAZARD TYPE, MINIMUM FLOW RATE AND THROW OF EACH SPRINKLER HEAD g. TOTAL REQUIRED WATER FLOW, INCLUDING INSIDE FIRE HOSE CABINETS, AND OUTSIDE FIRE HYDRANTS h. WATER SUPPLY' INFORMATION i i. SUPPLY ONE (I) SEPIA AND TWO (2) COPIES, SCALE 1/4" = I -O " (1:50) OF INSTALLATION DRAWINGS. 12.0 THE ROOM 15 CLASSIFIED ORDINARY HAZARD. EACH SPRINKLER HEAD SHALL DOVER 130 sgft (12.Im ) MAXIMUM. TO BE COORDINATED WITH THE LANDLORD. 1.2 THE DRAWINGS AND THE SPECIFICATIONS SHALL. BE CONSIDERED ADDITIONAL TO ARCHITECT AND ELECTRICAL ENGINEERS SPECIFICATIONS. ANY DISCREPANCY OR CONTRADICTION SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER. 1.3 ARCHITECT'S GENERAL. REQUIREMENTS ARE PART OF THIS CONTRACT AND THEY SHALL BE APPLIED BY THE GENERAL CONTRACTOR AND SUBCONTRACTORS (HVAG- PLUMBING -FIRE PROTECTION ETC.). 1.4 GENERAL CONTRACTOR SHALL VISIT THE JOB SITE IN ORDER TO FAMILIARIZE HIMSELF WITH CONDITIONS THAT CAN AFFECT HIS WORK IN ANY MANNER. (MEASUREMENTS - PARTICULAR CONDITIONS, ETC..) NO EXTRA COST DUE TO THE IGNORANCE OF LOCAL CONDITIONS WILL BE ACCEPTED BY THE OWNER. 1.5 DUCTWORK, PIPING, EQUIPMENT AND ACCESSORIES ARE SHOWN SCHEMATICALLY. NO DIMENSION SHALL BE SCALED ON THE DRAWINGS. GIVE PRIORITY TO THE DIMENSIONS MARKED ON THE DRAWINGS. 1.6 GENERAL CONTRACTOR SHALL MAKE ALL NECESSARY CHECKING AND ADJUSTMENTS TO COMPLY WITH THE INTENT OF SPECIFICATIONS. 1.1 THE DRAWINGS SHOW THE APPROXIMATE LOCATION OF THE EQUIPMENT. EACH SUBCONTRACTOR SHALL VERIFY THESE LOCATIONS BEFORE INSTALLATION. I.s BEFORE STARTING THE WORK, COORDINATE ALL SUBCONTRACTOR WORK. NO EXTRA COST WILL BE ACCEPTED FOR A LACK OF COORDINATION. IA GENERAL CONTRACTOR'S TENDER SHALL INCLUDE THE COST OF ALL NECESSARY PERMITS AND CERTIFICATES, ALL DRAWINGS APPROVAL COSTS AND ALL INSPECTION COSTS REQUIRED BY AU. AUTHORITIES HAVING JURISDICTION. 1.10 EACH SUBCONTRACTOR SHALL COMPLETE THE WORK IN EVERY DETAIL. EVEN THOUGH NOT SHOWN ON DRAWINGS OR GALLED FOR IN THIS SPECIFICATION. 1.11 ALL RUBBISH'S AND GARBAGE SHALL BE REMOVED FROM THE JOB SITE AT THE END OF EVERY WORKDAY. AT THE CONTRACT COMPLETION, ALL TOOLS AND EQUIPMENT SHALL BE REMOVED AND THE JOB SITE SHALL BE LEFT IN A GLEAN CONDITION.. 1.12 STARTUP SHALL BE DONE BY MECHANICAL SUBCONTRACTOR AND THE GENERAL CONTRACTOR 1.13 COMPLY WITH ALL APPLICABLE CODES. 1.14 ALL WORK AFFECTING OTHER TENANTS SHALL BE DONE OFF BUSINESS HOURS (NIGHT OR WEEKEND). COORDINATE WITH THE LANDLORD. 2.0 GUARANTEE 21. EACH SUBCONTRACTOR SHALL GUARANTEE HIS WORK FOR ONE YEAR AFTER DATE OF PROVISIONAL ACCEPTANCE BY THE TENANT. EACH SUBCONTRACTOR SHALL REPAIR OR REPLACE AT HIS OWN EXPENSE, ALL DEFECTS SHOWING DURING GUARANTEE PERIOD, AND THIS, WITHIN 48 HOURS FROM NOTICE. 2.2 PROJECTS IMPLYING AIR CONDITIONING COMPRESSORS SHALL INCLUDE AN EXTENDED FOUR (4) YEARS WARRANTY PERIOD COVERING COMPRESSORS. 13.0 SEMI- LOGARITHMICS TYPE GRAPHICS SHALL INCLUDE WATER SUPPLY CURVES, SYSTEM REQUIREMENTS, EXTERIOR AND INTERIOR HOSES REQUIREMENTS, IN SUCH A WAY AS TO PRESENT A GRAPHIC RESUME OF HYDRAULIC CALCULATIONS. 14.0 PIPING AND FITTINGS SHALL 5E APPROVED TYPE, IN COMPLIANCE WITH NFPA CODE, FM OR ULG IDENTIFIED AND DESIGNED TO WITHSTAND A WORKING PRESSURE OF 115 lb /actin (12IOKPa). 15.0 FIRE PROTECTION SUBCONTRACTOR SHALL INSTALL ALL VALVES SHOWN ON DRAWINGS AND AS NECESSARY FOR THE PROPER OPERATION OF THE INSTALLATION AND AS REQUESTED BY NFPA. 16.0 ELBOWS, REDUCERS, ADAPTERS, FITTINGS AND COUPLINGS SHALL BE SAME MANUFACTURE AS TEES. 17.0 PIPING SHALL BE BLACK STEEL, SCHEDULE 40, ASTM -A53, ASTM -A155 AND ASTM -A158. THREADED JOINTS, CAST IRON FITTINGS ASTM-AI26, 125 lb /sgin (860KPa) BY "GRINNELL, UL APPROVED, THREADED, HYDROSTATIC WORKING PRESSURE OF 115 lb /actin (1210KPa) AT 150 "F (66'G) AND LESS. FLANGES PACKING,' TUBE RUBBER, ALBION 550, I/8 (32mm). 18.0 RUNS OF PIPE AND EQUIPMENT LOCATION ARE SHOWN APPROXIMATE. FIRE PROTECTION SUBCONTRACTOR SHALL COORDINATE HIS INSTALLATION WITH THE CEILING, DUCTS, LIGHTING AND GENERAL LOOK OF THE WORK. Ig.O FLUSHING CONNECTIONS SHALL BE INSTALLED AT LOW POINTS WHERE REQUIRED AND WHERE INDICATED ON DRAWINGS, IN SUCH 'A WAY AS TO EMPTY THE SYSTEM COMPLETELY. 20.0 ALL SPRINKLERS SHALL BE OF AN APPROVED F06 TYPE WITH FUSE MELTING AT A VARIOUS TEMPERATURES ACCORDING TO THE REQUIREMENTS. 21.0 PENDANT SPRINKLER HEAD: MIGROMATIC, MODEL WITH GLASS FUSE (E -1), SEMI - RECESSED, CHROMED PLATED ESCUTCHEON AND SPRINKLER, OR ALTERNATE APPROVED EQUIPMENT. 15700 ACOUSTICAL AND THERMAL INSULATION 1.0 GENERAL NOTES 1.1 WORK INCLUDES GENERALLY, LABOR, SUPPLY AND INSTALLATION OF ALL MATERIALS AND EQUIPMENT REQUIRED FOR THE INSULATION. WORK INDICATED IN DRAWINGS AND SPECIFICATIONS. 1.1 . WORK INCLUDES GENERALLY, LABOR, SUPPLY AND INSTALLATION OF ALL MATERIALS AND EQUIPMENT REQUIRED FOR THE INSULATION WORK INDICATED IN DRAWINGS AND SPECIFICATIONS. 2.0 PLUMBING 2.1 INSTALL I (25.4mm) THERMAL INSULATION ON DOMESTIC WATER PIPING UP TO PLUMBING FIXTURES. RESIN IMPREGNATED GLASS FIBER. 2.2 MOLDED FIBERGLASS BONDED WITH BAKED RESIN, WITH ALUMINUM COVERING AND OUTSIDE WHITE FINISH. MAXIMUM THERMAL CONDUCTIVITY OF 0.24 BTU- iNh-ft s - . F (0.03511/m G) AT 15.2°F (24 G). JOINTS SHALL BE COVERED WITH STRIPS OF ALUMINUM FOIL, SEAL WITH VAPOR PROOF ADHESIVE. 3.0 VENTILATION 3.1 INSTALL ACOUSTICAL INSULATION WHERE REQUESTED IN THE SPECIFICATION. FLEXIBLE INSULATION CONFORM WITH NFPA 4O, 2 Ib/fte (32 KG /m') OF DENSITY FOR 1/2" (15mm) THICKNESS AND 1.5 Ib /ft° (24.03 KG /m ) FOR OTHER THICKNESS. COVER SIDE EXPOSED TO AIR STREAM WITH BLACK CANVAS. 22.0 UPRIGHT SPRINKLER HEAD; MICROMATIG, MODEL WITH GLASS FUSE (M), BRONZE FINISH. OR ALTERNATE APPROVED EQUIPMENT. 23.0 INVISIBLE SPRINKLER HEAD: STAR, MODEL 14 ( "UNSPOILER "), FULLY RECESSED IN CEILING AND HIDE WITH 4" DIAMETER PLATE OR ALTERNATE APPROVED EQUIPMENT. 3.0 SHOP DRAWINGS AND INSTRUCTION MANUALS. 3.1 PRIOR TO ORDERING OR INSTALLING ANY EQUIPMENT, SUBMIT TO ENGINEER FOR APPROVAL A MINIMUM OF TO (2) COPIES OF SHOP DRAWINGS FOR EACH ITEM OF EQUIPMENT, IF REQUESTED. 3.2 UPON COMPLETION OF CONTRACT, SUBCONTRACTOR SHALL SUPPLY INSTRUCTION MANUALS, COVERING OPERATION AND MAINTENANCE OF EQUIPMENT INCLUDED IN HIS CONTRACT. INSTRUCTION MANUALS SHALL BE SUPPLIED IN LOOSE LEAF BINDER, IN THREE (3) COPIES. (ONE (I) COPY FOR THE LANDLORD AND TAO (2) FOR THE TENANT). INSTRUCTION MANUALS SHALL INCLUDE: a. ALL GUARANTEES ON EQUIPMENT AND INSTALLATIONS. b. TESTS RESULTS AND AIR BALANCE REPORT. c. OPERATION AND MAINTENANCE MANUALS. d. SPRINKLERS ACCEPTANCE CERTIFICATE AS PER NFPA -I3. 4.0 ALTERNATE EQUIPMENT 4.1 PROPOSAL SHALL BE BASED ON SPECIFIED EQUIPMENT AND MATERIAL 4.2 PROPOSAL FOR ALTERNATE TO SPECIFICATION SHALL INCLUDE MANUFACTURER NAME, MODEL AND COST MODIFICATION. REMOVED SPRINKLER HEADS SHALL NOT BE REUSED. 25.0 FIRE PROTECTION SUBCONTRACTOR SHALL INSTALL SPRINKLER GUARDS IN LOCATION WHERE SPRINKLERS MAY BE SUBJECT TO MECHANICAL IMPACTS AND WHERE` INDICATED ON DRAWINGS. 26.0 FIRE PROTECTION SUBCONTRACTOR SHALL INSTALL PIPES RUN THROUGH WALLS, FLOORS, CEILINGS ETC... A CAST IRON ESCUTCHEON ON EACH SIDE OF THE PARTITION. FIG.3615 OF GRINNELL OR ALTERNATE APPROVED EQUIPMENT. 2W FIRE PROTECTION SUBCONTRACTOR SHALL INSTALL EVERYWHERE PIPES RUN THROUGH ACOUSTICAL CEILINGS, CHROMED STEEL ESCUTCHEON WITH CLAMPING MECHANISM, AND CONGEALED HINGES, FIG.20 OF GRINNELL, OR ALTERNATE APPROVED EQUIPMENT. 28.0 FIRE PROTECTION SUBCONTRACTOR SHALL COORDINATE WITH LANDLORD'S UNDERWRITERS THE ADDITION OF SPRINKLER HEADS OVER FINISHED CEILING. 2W FIRE PROTECTION SUBCONTRACTOR SHALL SUPPLY AND INSTALL TWO (2) PORTABLE FIRE EXTINGUISHERS, ABG DRY POWDER, PRESSURE TYPE, GLASS 6A, SOBG, 10 POUNDS (4.5 KG) CAPACITY, 235 Ib /sgjn (1620 KPa) WORKING PRESSURE. MODEL WBDL -ABGIO OF GFH, WALL INSTALLATION, OR ALTERNATE APPROVED EQUIPMENT. 4.3 COST OF ANY CHANGE REQUIRED TO OTHER TRADES WORK DUE TO SUBSTITUTION OF ALTERNATE EQUIPMENT, SHALL EE INCLUDED IN THE SUBCONTRACTOR'S PROPOSAL GALLING FOR THIS SUBSTITUTION: EVEN IF THESE CHANGES APPEAR AFTER THE DEMAND FOR SUBSTITUTION. 4.4 ALTERNATE PROPOSALS WILL BE ACCEPTED OR REJECTED BEFORE CONTRACTS ARE AWARDED. NO CHANGES WILL BE ALLOWED AFTER THE CONTRACT I5 SIGNED. 5.0 DRILLING AND ACGES5 DOORS 5.1 OBTAIN AUTHORIZATION FROM BUILDING LANDLORD BEFORE DRILLING ANY HOLE IN CEILINGS, SLABS, OUTSIDE WALLS, TENANTS WALLS OR FIRE RETARDING WALLS. 5.2 OPENINGS, PAINTING, GUTTING AND PATCHING OF HOLES IN WALLS AND SLABS, SHALL EE MADE BY THE GENERAL CONTRACTOR. 5.3 ALL REGC rSCD FRAMES AND ACCESS DOORS, FIRE RETARDING ACCESS DOORS IN WALLS AND GEILINGS, SHALL BE SUPPLIED BY THE CONCERNED SUBCONTRACTOR AND INSTALLED BY THE GENERAL CONTRACTOR. THEY SHALL BE INSTALLED WHERE REQUIRED. THE SUBCONTRACTOR SHALL DETERMINE THE LOCATION IN ACCORDANCE WITH THE ARCHITECT. 6.0 DEMOLITION 6.1 EVERY SUBCONTRACTOR OF EACH SECTION SHALL EXECUTE DEMOLITION WORK DESCRIBE ON DRAWINGS, AND THOSE NEEDED TO COMPLETE CONTRACT ADEQUATELY. 62 UNLESS OTHERWISE INDICATED, ALL REMOVED AND UNUSED MECHANICAL EQUIPMENT SHALL BE TURNED TO THE LANDLORD. VENTILATION - HEATING -AIR CONDITIONING 1.0 WORK INCLUDES GENERALLY, LABOR, SUPPLY AND INSTALLATION OF ALL MATERIALS AND EQUIPMENT REQUIRED FOR THE VENTILATION WORK INDICATED IN DRAWINGS AND SPECIFICATIONS. 2.0 THE TENANT'S VENTILATION SUBCONTRACTOR SHALL VISIT THE SITE IN ORDER TO WHITENESS ALL EXISTING CONDITIONS AND SUBMIT A DETAILED REPORT TO THE TENANT, DESCRIBING ALL DEFECTS IN EXISTING INSTALLATION. 3.0 THE LANDLORD'S VENTILATION SUBCONTRACTOR SHALL VERIFY ALL UNITS AND THE TENANT'S VENTILATION SUBCONTRACTOR SHALL PERFORM THE NECESSARY CORRECTIONS WITHOUT BEING LIMITED TO: a. BALL BEARINGS LUBRICATION. b. COILS, GLEANING AND PURGING. FANS: REPLACE BELTS, ALIGNMENT IF REQUIRED. d. REPLACE FILTER MEDIA. e. CHECK REFRIGERANT CHARGE. f. CHECK WIRING AND CONTROLS. g. CONDENSER AND ACCESSORIES GLEANING. Fi. PERFORM BALANCING WORK AND SUPPLY A BALANCING REPORT TO OWNER AND TENANT. 4.0 THE VENTILATION SUBCONTRACTOR SHALL ADJUST THE AIR QUANTITIES OF, UNITS AS PER DRAWINGS AND SPECIFICATIONS. 5.0 THE VENTILATION SUBCONTRACTOR SHALL VISIT THE JOB SITE TO MAKE SURE OF THE EXACT LOCATION OF NEW DUCTS, GRILLES AND DIFFUSERS. HE SHALL ALSO SUPPLY SHOP DRAWINGS TO Tf E TENANT BEFORE FABRICATION AND INSTALLATION. 15400 - FIRE PROTECTION 1.0 WORK INCLUDE-5 GENERALLY, LABOR, SUPPLY AND INSTALLATION OF ALL MATERIALS AND EQUIPMENT REQUIRED FOR THE FIRE PROTECTION WORK INDICATED IN DRAWINGS AND SPECIFICATIONS. 2.0 THE TENANT'S FIRE PROTECTION SUBCONTRACTOR SHALL VISIT THE SITE IN ORDER TO WHITENESS ALL EXISTING CONDITIONS AND SUBMIT A DETAILED REPORT TO THE TENANT, DESCRIBING ALL DEFECTS IN EXISTING INSTALLATION. 3.0 INSTALLATION SHALL CONFORM TO ALL STANDARDS AND REGULATIONS REGARDING THIS TYPE OF CONTRACT TYPE, AND SHALL BE APPROVED BY THE AUTHORITIES HAVING JURISDICTION. TO BE COORDINATED BY THE BUILDING LANDLORD AS PER NFPA 13, LAST EDITION. 4.0 CONTRACTOR SHALL BE LICENSED FOR EXECUTION OF THIS TYPE OF WORK. 5.0 ALL MATERIALS SHALL BE FM, UL/ULG LISTED, AND MEET ALL REGENT PUBLISHED REGULATIONS. 6.0 FIRE PROTECTION SUBCONTRACTOR SHALL MAKE SURE THAT INSPECTION OF HIS INSTALLATION 15 MADE, BEFORE IT 15 CONGEALED BY CEILING AND COVERING. 1.0 AT FINAL INSPECTION BY THE AUTHORITIES HAVING JURISDICTION, THE FIRE PROTECTION SUBCONTRACTOR SHALL MAKE ALL REQUIRED CHANGES, NECESSARY TO OBTAIN FINAL APPROVAL. 8.0 THE FIRE PROTECTION SUBCONTRACTOR SHALL OBTAIN A CERTIFICATE OF INSPECTION FROM AUTHORITIES HAVING JURISDICTION, AND TURN IT TO THE LANDLORD BEFORE FINAL APPROVAL. AD AUTHORITIES HAVING JURISDICTION, SHALL APPROVE DESIGN DRAWINGS, COMPLETE INSTALLATION, EQUIPMENT AND MATERIALS, INSPECT THEM AND SUPERVISE TESTS. (FIRE PROTECTION SUBCONTRACTOR SHALL PAY ALL COSTS AND FEES). 10.0 PREPARE ALL INSTALLATION DRAWINGS, DETAILS AND HYDRAULIC CALCULATIONS NECESSARY TO OBTAIN APPROVAL FROM CONCERNED AUTHORITIES, BEFORE WORK 15 STARTED. (FIRE PROTECTION SUBCONTRACTOR TO PAY FOR ALL FEES AND COSTS INVOLVED). 6.0 THE EXACT LOCATION OF GRILLES AND DIFFUSERS SHALL BE MADE IN ACCORDANCE WITH THE LAST ISSUED REFLECTED GELLING PLAN. TO BE COORDINATE WITH ARCHITECT. 1.0 WHEN REQUIRED, SMOKE DETECTORS SHALL BE SUPPLIED AND INSTALLED BY VENTILATION SUBCONTRACTOR. 32. INSTALL ACOUSTICAL INSULATION ON HVAG UNITS SUPPLY DUCT FOR TEN (10) FEET (3m) IN LENGTH. 3.5 INSTALL ACOUSTICAL INSULATION ON HVAG UNITS RETURN DUCT FOR TEN (10) FEET (3m) IN LENGTH FROM UNITS. 5.4 INSTALL THERMAL INSULATION WHERE REQUESTED IN THE SPECIFICATION. RIGID FIBERGLASS BLANKET OF 3Ib/ft' (48K6 /m°) OF DENSITY, MAXIMUM CONDUCTIVITY OF 0.23 BTU- In/h- ft' -'F (0.05511/m "C) AT 15.2"F (24 G) WITH TYPE RFFRK VAPOR BARRIER. 5.5 INSTALL THERMAL INSULATION ON ALL TOILET EXHAUST AIR DUCTS WHEN CONNECTED TO AIR EXHAUSTS. COOLING OA 1)B COOLING IA DB HEATING OA ROOF U- FACTOR LIGHT DYERS ** VV A�M IN :A�I,Ra. LTS URFACE %LTS-SURFACE WALL AREA %ROOF TO SPACE PEOPLE SENS HEAT ALDO South center I alI Seatt°e. WA 2350 SQUARE FEET ASH RAE DESIGN CONDITIONS 75 SENSIBLE HEATGAIN PEOPLE VENTILATION ROOF LOAD L,.TS SURFACE LTS- RECESS; 0 MISC LOAD WALL LOAD TOTAL SENSIILE COOLING OA WB 1 + COOLING IA WB 63 HEATING IA 70 LTS- RECESSED 546 * 3: s W /SQ FT %LTS-RECESSED i 70 MISC. WATTS Cu , SO FT /PERSON 75 '4. NO OF PEOPLE WALL U- FACTOR C, 0 PEOPLE LATENT 200 C'3LING LOAD SUMMA RV 7833 0 0 0 T TAL COOLING LOAD SENS/TOTAL RA'n NOMINAL CFM (T 5 DEG F D A + SUPPLY AIR TEMP TEMPERATURE DIFFERENCE SENSIBLE HEAT GAIN VINTATIO.l ROOF LOAD WALL LOAD TOTAL SENSIBLE TENT HEAT GAIN PEOPLE VENTILATION Q 70';x► TO SPACE 00' TO SPACE 70% TO SPACE 6267 TOTAL LATENT 6267 r2 BTUIH 88 2292 CFM DEG F DEG F HEATING OAD SUMMARY LATENT H EAT VENTILATION T A IN TA L LATENT C:.> TOTAL HEATING LOAD 0 13TUH NOMINAL KW ELEC HEAT 0 KW MINIMUM KW ELEC 1FIEAT 2 KW (EASED ON 20 DEG F RISE VAV MIN AIR) 8.0 THE VENTILATION SUBCONTRACTOR SHALL VERIFY AND REPAIR THE EXISTING DUCTS INDICATED ON DRAWINGS. INCLUDING ACOUSTICAL AND THERMAL INSULATION. 4.0 NEW DUCTS SHALL BE MADE OF GALVANIZED STEEL SHEET. CONNECTIONS AND INSTALLATION INCLUDING JOINTS AND ANCHOR GAGES AS PER ASHRAE/SMACNA REQUIREMENTS. DIMENSIONS INDICATED ON DRAWINGS ARE INTERNAL DIMENSIONS. 10.0 MANUFACTURED FLEXIBLE DUCTS FROM ' SIMPLEFLEX" OF A MAXIMUM OF FIVE (5) FEET (I500mm) IN LENGTH, TO BE INSTALLED AT THE INLET OF AIR TERMINAL UNITS, DIFFUSERS, ETC. 11.0 THE TENANT SHALL INDICATE TO THE VENTILATION SUBCONTRACTOR, THE EXACT NEW LOCATION OF THE EXISTING THERMOSTAT. ALL CONTROLS COMPONENTS SHALL BE VERIFIED. 12.0 WHEN REQUIRED, INSTALL FIRE DAMPERS WHERE INDICATED ON DRAWINGS. FIRE DAMPERS IN ACCORDANCE WITH NFPA- 1OA.4OB STANDARDS. ULG LISTED. a. RECTANGULAR DUCTS: RECTANGULAR COLLAR , TYPE 'B' WITH NO AIR STREAM INTERFERENCE. IN SPECIAL GASES WHERE VERTICAL SPACE 15 LIMITED TYPE 'A' MAY BE ACCEPTABLE. b. ROUND DUCTS : CIRCULAR COLLAR, CR TYPE WITH NO AIR STREAM INTEWERENCE. 13.0 SUPPLY AND INSTALL MANUAL DAMPERS WHERE INDICATED ON DRAWINGS. SINGLE OR MULTIPLE BLADE DAMPERS, OPPOSED BLADE TYPE, MANUALLY ADJUSTABLE FOR AIR FLOW ADJUSTMENT. 0.98 CFM/Std FT 22 BTJH /SQ FT 4.3 TONS 546 SO ON LEGEND CFM ELBOW WITH TURNING VANES SUPPLY DUCT RETURN OR EXHAUST DUCT TAKE -OFF WITH BOOTEE MANUEL DAMPER TRANSFORMATION FROM RECTANGULAR DUCT TO FLEXIBLE DUCT ELECTRICAL COIL THERMOSTAT VENTILATION GRILLE TYPE CUBIC FEET PER MINUTE CUBIC FEET PER MINUTE DUCT TO BE DEMOLISHED b11M8 01YRSratIliA MAY 0 4 2012 PERMIT CENTER R: \ALDO\Jitch \2012.Pro jects \12. 3243. SouthcenterMall .Settle.WA \12.3243.M2.dwg ALDO DATE EMIS /ISSUED MAY 01, 2012 ALDO / SAJO / L.L., BID 4 PERMIT PRINT DATE 2012 -05 -01 NO.I DATE I REVISION THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ALDO GROUP AND ITS ASSOCIATED COMPANIES TO EXPLAIN THE LAYOUT AND SERVICES REQUIREMENTS FOR THE TRADE FIXTURES OR TO EXPLAIN COMPANY CONSTRUCTION STANDARDS. ALL DIMENSIONS SHALL BE VERIFIED ON SITE. ALL ERRORS AND DISCREPANCIES SHALL BE REPORTED TO THE OWNER BEFORE PROCEEDING WITH THE WORK. NO DIMENSIONS SHOULD BE MEASURED ON THE DRAWING. DIMENSIONS AND AREAS ON THIS DRAWING ARE FOR INFORMATION ONLY d p c e don penn • consulting engineer 635 Westport Parkway Suite 300 Grapevine, Texas 76051 Phone: 817- 410 -2858 Fax: 817- 251 -8411 ALSO G R O U P E 2300 EMILE - BELANGER, MONTREAL QUEBEC, CANADA, H4R 3J4 TEL.: (514) 747 -2536 FAX: (514) 747 -6504 PROJET /PROJECT: ALDO SOUTHGENTER lNESTF I ELP SEATTLE, WASH I NGTON TITRE /TITLE: MECHANICAL SPECIFICATIONS PROJET NO. /PROJECT NO. 2161 DESSINE /DRAWN: DA /.16 ECHELLE /SCALE: VERIFIE /CHECKED: BH CONCEPT, ANNEE /YEAR: AAO6 PAGE: ■-2 GENERAL PLUMBING NOTES I. ALL PLUMBING INSTALLATIONS SHALL COMPLY WITH STATE AND LOCAL CODES. 2. PLUMBING GONTRAGTOR SHALL MAKE CORRECTIONS IF WATER SUPPLY AND DRAINAGE FOR THE BUILDING ARE REVERSED. 3. INSTALL. ALL THREADED GLEANOUT PLUGS WITH PIPE DOPE TO ALLOW EASY REMOVAL IN THE FUTURE. 4. IT WILL BE THE RESPONSIBILITY OF THE PLUMBING CONTRACTOR TO INSURE THAT ITEMS TO EE FURNISHED UNDER PLUMBING CONTRACT WILL FIT THE SPACE AVAILABLE PLUMBING CONTRACTOR SHALL MAKE NECESSARY FIELD MEASUREMENTS TO ASCERTAIN SPADE REQUIREMENTS, INCLUDING THOSE FOR CONNECTIONS AND SHALL FURNISH AND INSTALL SUCH SIZES AND SHAPES OF EQUIPMENT THAT ARE THE TRUE INTENT OF THE DRAWINGS AND' SPECIFICATIONS. 5. GENERAL CONTRACTOR SHALL PROVIDE ALL OPENINGS IN WALLS, FLOORS, AND ROOF WITH EACH CONTRACTOR RESPONSIBLE FOR VERIFYING LOCATION AND SIZES OF ALL OPENINGS REQUIRED UNDER HIS CONTRACT, UNLESS NOTED OTHERWISE ON THE PLANS. 6. PLUMBING CONTRACTOR SHALL PROVIDE PRESSURE REDUCING VALVE, SWEAT TYPE, 30-60 PSI6 DISCHARGE RANGE WHERE REQUIRED BY LOCAL CODES. 1. ALL PLUMBING FIXTURES SHALL BE NEATLY CAULKED WITH SILICONE COMPOUND WHERE FIXTURE MEETS WALL. 8. PLUMBING CONTRACTOR SHALL EE RESPONSIBLE FOR COORDINATING ELECTRICAL AND CONTROL CONNECTIONS TO PLUMBING EQUIPMENT WITH THE ELECTRICAL CONTRACTOR SEE PLANS FOR LOCATIONS OP JUNCTION BOXES, DISCONNECTS, AND CIRCUIT BREAKERS (PANEL BOARDS). TYPE, SIZE AND NUMBER OF CONDUCTORS AND CONDUITS TO EQUIPMENT SHALL BE COORDINATED WITH 4 VERIFIED BY THE ELECTRICAL CONTRACTOR IN GA5E OF PLUMBING EQUIPMENT CONNECTION TO A CIRCUIT BREAKER, THE NUMBER AN SIZE OF CONDUCTORS AND CONDUIT SHALL CONFORM TO THE LATEST NATIONAL ELECTRICAL CODE REGULATIONS. ALL MOTOR STARTERS, SWITCHES, CONTROL DEVICES, ETC., PROVIDED BY THIS CONTRACTOR SHALL BE RECESSED IN THE WALLS, EXCEPT WHERE THESE ITEMS ARE LOCATED IN MECHANICAL ROOMS. PROVIDE NAMEPLATES FOR ALL EQUIPMENT, SWITCHES, CONTROL DEVICES, ETC. 4. PLUMBING CONTRACTOR SHALL SUPPLY AND INSTALL GAS PIPING IF SHOWN ON PLANS. ALL GAS PIPING SHALL COMPLY WITH LOCAL CODES. PLUMBING CONTRACTOR SHALL MAKE FINAL CONNECTIONS TO ALL EQUIPMENT. INSTALL REGULATORS AT EQUIPMENT WHERE REQUIRED BY MANUFACTURER OR CUTS SUPPLIED BY FURNISHING CONTRACTOR . 10. PLUMBING CONTRACTOR SHALL INSTALL SHOCK ABSORBERS AT PLACES INDICATED ON THE PLANS AND RISER DIAGRAM. SHOCK ABSORBERS SHALL BE MI APPROVED. II. ALL UNDERGROUND DRAINAGE, WASTE AND VENT PIPE SHALL BE CAST IRON OR AS ALLOWED BY LOCAL CODES. ALL ABOVE GROUND DRAINAGE, WASTE AND VENT PIPE SHALL. BE CAST IRON OR AS ALLOWED BY LOCAL CODES. NO PLASTIC PIPING ALLOWED. 12. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR APPROVED FLOOR PLAN AND DIMENSIONS. DO NOT SCALE PLUMBING DRAWINGS: 13. CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING CONDENSATE DRAIN PIPING ON AIR HANDLING UNITS. COORDINATE WORK WITH MECHANICAL CONTRACTOR 14. CONTRACTOR SHALL INSTALL WATER PIPING 50 THAT PIPE JOINTS ARE NOT UNDER FLOOR SLAB. 15. PIPE INSULATION SHALL BE CONTINUOUS THROU6H WALLS OR FLOOR 16. CONTRACTOR SHALL TEST SOIL, WASTE AND VENT SYSTEMS WITH PEPPERMINT. ALL MECHANICAL SYSTEMS. SHALL BE RUNNING WHILE THESE TESTS ARE BEING MADE. CONTRACTOR SHALL. FURNISH A CERTIFICATE OF COMPLIANCE AND ACCEPTANCE OF THESE TESTS. 11. CONTRACTOR SHALL INSULATE ALL UNDER SLAB HOT WATER PIPING WITH I" RIGID URETHANE FOAM INSULATION AND I" CLOSED CELL RUBBER INSULATION, WITH FIRE RETARDANT COATING ON ALL HOT WATER AND RETURNS LINES ABOVE SLAB. INSULATE ALL GOLD WATER LINES ABOVE SLAB WITH I/2" CLOSED CELL RUBBER FIRE RETARDANT INSULATION.' 18. ANY DEVIATIONS FROM SPECIFIED PLUMBING FIXTURES AND TRIM IN FIXTURE SCHEDULE SHALL BE APPROVED PRIOR TO SUBMITTAL FROM THE ALDO'S`PROJECT MANAGER 19. ALL INDIRECT WASTE LINES SHALL HAVE A MINIMUM OF 2 VERTICAL AIR GAP AT FLOOR SINK, DRAIN OR HUB. FLOOR SINKS, DRAINS OR HIJ85 SHALL. EXTEND A MINIMUM 1' ABOVE FINISHED FLOOR WHEN SERVING INDIRECT DRAINS: 20. VACUUM BREAKERS SHALL BE INSTALLED ON ALL HOSE BIBBS AND HYDRANTS. VACUUM BREAKERS/BACK FLOW PREVENTORS TO BE INSTALLED AT ANY POINT WHERE THERE I5 DANGER OF THE NON POTABLE WATER SYSTEM COMING IN CONTACT WITH THE PORTABLE WATER SYSTEM OR ANY DANGER OF BACK FLOW. COORDINATE WITH LOCAL INSPECTOR 21. ALL PLUMBING WORK SHALL BE COORDINATED WITH OTHER PROJECT CONTRACTORS BEFORE INSTALLATION. 22 USE TYPE 'K' SOFT DRAWN COPPER UNDER SLAB. 25. ALL WATER DISTRIBUTION PIPE ABOVE GROUND SHALL BE CAPPER OR COPPER ALLOY TUBING. PLUMBING FIXTURE SCHEDULE PLAN MARK MANUFACTURER MODEL NUMBER NOTES WG AMERICAN STANDARD *2168.100 G/W SUPPLY PIPING, ANGLE VALVE, WALL FLANGE AND FLEXIBLE RISER. (ZURN ZH- 8825- GR -LK) SEAT OLSONITE *4655TL LAV AMERICAN STANDARD *0556.421 FAUCET SHALL BE LEVER OR PUSH TYPE, SELF GL05IN& FAUCETS SHALL REMAIN ON FOR AT LEAST 10 SECONDS. FD ZURN ZXN -2I I -BF -P WH A.O. SMITH DEL -6 6 G.A. STORAGE CAPACITY, 1.5 KW INPUT, 208V. ELECTRIC WATER NEATER M5 FIAT MB-2424 24x24x10 MOLDED STONE FLOOR MM. MOP SINK, DF OASIS PRAM 120V, 40011 TP PPP INC. *PR -500 FULLY AUTOMATIC., ALL BRASS TRAP PRIMER VALVE, ACTIVATED BY A DROP IN BUILDING WATER PRESSURE, NO AJUSThENT REQUIRED, MODEL PRIM-RITE FOR I TO 4 TRAPS WITH DISTRIBUTION UNIT. MUST BE INSTALLED ON A FRESH GOLD WATER LINE OF 11/2" DIAMETER OR LESS, AS INDICATED ON DRAWINGS, OR REQUIRED BY PLUMBING CODE. PROVIDE BALL VALVE. CHECK VALVE VACUUM RELIEF VALVE STEEL TONIC, STRAP SHALL BE 2" WIDE 22 GAUGE SHEET METAL, FASTEN TO WALL W/ (2)1/4" DIA. x 2" SCREWS AT EACH END. PROVIDE BLOCKING IN WALL. DRAIN VALVE WITH VACUUM BREAKER DRAIN PAN TO MOP SINK 0--1 I1-1 CEILING/STRUCTURE OF TOILET ROOM REFER TO SPECIFICATIONS AND PLUMBING FIXTURE SCHEDULE. PIPING ARRANGEMENT SHOWN 15 SCHEMATIC. ADJUST TO SUIT FIELD CONDITIONS. REFER TO FLOOR PLAN FOR PIPE SIZES. SET WATER HEATER THERMOSTAT AT 120 DEGREES FAHRENHEIT. PROVIDE SEISMIC STRAP OR BRACING AND FLEXIBLE CONNECTORS TO WATER AND CONNECTIONS IF /A5 REQUIRED BY LOCAL AUTHORITIES. INLINE EXPANSION TANK WATER HEATER 5/4" DWV COPPER TEMPJPRESSURE RELIEF VALVE TO MOP SINK BELOW STEEL TONIC STRAP ANCHOR TO WALL TYPICAL. WALL HEAT TRAP Su DEEP DRAIN PAN WATER HEATER DETAIL SCALE: NOT TO SCALE UNION -" VACUUM RELIEF VAVVE (VALVE AND TEE ABOVE WATER HEATER) 6 GALLON WATER HEATER ABOVE TOILET CEILING. PROVIDE 3" DEEP 6ALV PAN W/SOLDERED SEAMS. -TACO CX -I5 EXPANSION TANK, FDA AND ASME APPROVED FOR POTABLE WATER. ROUTE AUX. DRAIN TO MOP SINK. WATER HEATER T 4 P AND DRAIN PAN CANNOT CAUSE TRIPPING HAZARD. VERIFY EXACT LOCATION IN FIELD. 5/8" SUPPLY WITH STOP (TYP) PROVIDE 12" CHAMBER (TYP) TO TRAP PRIMER CONNECTION AT FD OF MS LAV WATER RISER DIAGRAM 2) SCALE: N.T.S. EXTEND 3' VENT TO EXISTING SYSTEM, VERIFY EXACT LOCATION EXTEND 4" S5 TO EXISTING SYSTEM, VERIFY EXACT LOCATION, FLOW AND DEPTH. >1 m 5" N 3' FD WRAP PRIMER LAV Wco WASTE RISER DIAGRAM SCALE: N.T.S. CONNECT 4" 55 TO EXISTING 4' SANITARY SYSTEM. VERIFY EXACT LOCATION, FLOW AND DEPTH. PLUMBING PLAN 1 SCALE: 1/4" = 1' -0" bI) 148 Ep'��r App 404 QUA? C 0 alMattiLA MAY 0 4 2012 PERMIT CENTER R: \ALDO \Ditch \2012.Projects \12. 3243. SouthcenterMall .Settle.WA \12.3243.P1.dwg ALDO DATE EMIS /ISSUED MAY 01, 2012 ALDO / BAJ0 / L.L., BID PERMIT PRINT DATE 2012-05-01 NO.I DATE I REVISION HIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ALDO GROUP AND ITS ASSOCIATED COMPANIES TO EXPLAIN THE LAYOUT AND SERVICES REQUIREMENTS FOR THE TRADE FIXTURES OR TO EXPLAIN COMPANY CONSTRUCTION STANDARDS. ALL DIMENSIONS SHALL BE VERIFIED ON SITE. ALL ERRORS AND DISCREPANCIES SHALL BE REPORTED TO THE OWNER BEFORE PROCEEDING %NTH THE WORK. NO DIMENSIONS SHOULD BE MEASURED ON THE DRAWING. DIMENSIONS AND AREAS ON THIS DRAWING ARE FOR INFORMATION ONLY d p c e don penn • consulting engineer 635 Westport Parkway Suite 300 Grapevine, Texas 76051 Phone: 817- 410 -2858 Fax: 817- 251 -8411 ALSO G R O U P E 2300 EMILE - BELANGER, MONTREAL QUEBEC, CANADA, H4R 3J4 TEL.: (514) 747 -2536 FAX: (514) 747 -6504 PROJET /PROJECT: ALDO SOUTHGENTER INESTW I ELI SEATTLE, WASH I NGTON TITRE /TITLE: PLUMBING PLAN PROJET NO. /PROJECT NO. 2I61 DESSINE /DRAWN: DA/.1G ECHELLE /SCALE: VERIFIE /CHECKED: BH CONCEPT, ANNEE /YEAR: AAO6 PAGE: P- I PROVIDE MEANS OF DISCONNECT AND ASSOCIATED ELECTRICAL FOR TANK TYPE WATER HEATER ABOVE TOILET ROOM ELECTRICAL DISTRIBUTION EQUIPMENT. REFER TO SHEET E -2 FOR FURTHER COORDINATION 261 14 PUSHBUTTON 05 A OII,IIII�II�ij F.�. IC. 10 28 101 — EXISTING MEANS QF DISCONNECT FOR FR -I WITH INTEGRAL 3 KW FEAT STRIP TO REMAIN. CIRCUIT AS INDICATED . 1b1 AA 15 10 'b' 38/40/42 2 I© .o T�- nST AA,T� -■►T 48" /'V 1 d 111 22 IV 'd' H O A • • 43 o 1J1 1_ 1 111 Ill A 16,15,20 1J1 A 27 A 21 oe 8 'G' orl ,d, ❑ 'G' ❑ C ELECTRICAL /LIGHTING PLAN 21 alu 111 NOTES BY SYMBOL 0 PROVIDE J<1NGTION BOX, DISCONNECT AND CIRCUIT FOR TENANT 5I6NAME. CIRCUIT VIA TIMECLOGK. PROVIDE AND INSTALL 120 V DUPLEX OUTLET MOUNTED IN CEILING PER N.E.G. SUPPORT OUTLET AND BOX FROM STRUCTURE. COORDINATE EXACT LOCATION IN FIELD. REFER TO DETAIL 3/E-3 FOR GASHWRAP AND BAGKWRAP CIRCUITING, AND ADDITIONAL INFORMATION. SWITCH CONTROL LOCATION. T.6.G. TO PROVIDE ALL LABOR AND MATERIALS INCLUDING BUT NOT LIMITED TO, MECHANICALLY HELD CONTACTORS,. ENCLOSURES, CONDUCTORS, ETC. FOR CONTROL OF STORE LIGHTING. CONTACTOR(5) SHALL BE SQUARE 'D' TYPE L CONTACTORS OR EQUAL. REFER TO PANEL SCHEDULE FOR NUMBER OF POLES REQUIRED. TRAFFIC COUNTER PREWIRIN6 REQUIREMENTS: I- PREWIRIN6 15 REQUIRED FOR TRAFFIC COUNTER EQUIPMENT. 2 -GABLE SPECIFICATION: GAT-5 SHIELDED, TWISTED PAIR. 3- LENGTH OF GABLE TO SPAN FROM ACCESS PANEL AT STOREFRONT BULKHEAD TO GASH COUNTER PROVIDE 20 FEET OF EXTRA LENGTH AT THE STOREFRONT AND 10 FEET OF EXTRA LENGTH AT THE GASH AREA. 4 -THIS GABLE MUST BE IDENTIFIED BY A RED TAPE AT EITHER END 50 THAT THE TRAFFIC. COUNTER INSTALLERS MAY FIND IT EASILY TO COMPLETE THE INSTALLATION. THIS WILL BE VERIFIED AT PUNCH WALK THROUGH. ONE ELECTRICAL OUTLET FOR SOUND SYSTEM MOUNTED HORIZONTALLY AT 5i-6" ABOVE FINISHED FLOOR THE SECOND OUTLET MOUNTED AT 4' -0" ABOVE FINISHED FLOOR. ALL REMAINING OUTLETS TO BE MOUNTED AT 51-6' ABOVE FINISHED FLOOR 'BLACK CABINET': PROVIDE AND INSTALL (I) DUPLEX OUTLET AT SHELF BY ELECTRICAL PANEL(5) AT 'I' -0" AFF. 6.0. TO INSTALL BLACK CABINET HORIZONTALLY BESIDE ELECTRICAL PANEL. BLACK CABINET 15 SUPPLIED BY ALDO IT DEPARTMENT AND WILL BE SHIPPED TO THE SITE. ALL CATS GABLES: FRONT GASH COUNTER AND FIND SYSTEMS TO BE BROUGHT BACK TO THE BLACK CABINET. REFER TO DETAIL DATA/TELEPHONE EQUIPMENT ON SHEET E -3. EXIT/EMERGENCY LIGHTING TO BE CONNECTED TO LOCAL CIRCUIT AHEAD OF ANY LOCAL SWITCHES OR TIMEGLOGICS. NOT USED ON THIS PROJECT. PROVIDE MEANS OF DISCONNECT FOR BLADE SIGN ABOVE GASHWRAP. CIRCUIT VIA CONTACTOR RECESSED FLOOR BOX WITH DUPLEX RECEPTACLE FOR FIXTURE LIGHTING CONNECTION. PROVIDE 3/4' CONDUIT WITH #12 THWN TO WALL VIA TRENCH/CORE DRILL. CIRCUIT AS INDICATED. PROVIDE (3) GAT5 FOR FIND SYSTEM. 6.G. TO BRING CONDUIT WITH (3) LOSE GAT5 CABLES WITH 4' EXTRA ROLLED UP AT ALCOVE. ELECTRICIAN TO PROVIDE AND OUTLET AT 5'-O AFF NEXT TO CATS SOX. PROVIDE (I) CATS FOR FIND SYSTEM. 6.C. TO BRING CONDUIT WITH (I) LOSE CATS GABLE WITH 201-0 ROLLED UP IN BOTTOM OF ARMOIRE. CEILING MOUNTED TYPE OCCUPANCY SENSOR TO CONTROL LI6HTIN6 WITHIN 114I5 SPACE. SENSOR SHALL HAVE A MAXIMUM DELAY SETTING OF 30 MINUTES. Al 1_ 1 H 1_1 D 21 A .'41 ..... ... A 21 w— J NL 8 H (11 111 11 A 22.... :_ ... 24' 1_ 1 .�f , _ 1 • LIGHTING SWITCH BANK 101 O tgaL SWITCH CONTROL LOCATION. REFER TO SHEET E2 ELECTRICAL PANEL SCHEDULE FOR NUMBER OF POLES REQUIRED. SWITCHES SHALL BE INSTALLED BETWEEN STUDS. MAKE (MORE) ROWS IF NECESSARY. DO NOT CUT STUDS TO ACCOMMODATE A SINGLE ROW OF SWITCHES. ALL CONTROL DEVICES FOR LIGHT, POWER, HEAT, ALARMS, ETC. SHALL BE MOUNTED NO HIGHER THAN 48' FROM THE FLOOR REFER TO PLAN ON THIS SHEET TO COORDINATE SWITCHING, OF GENERAL LI&HTIN6. SWITCH AS INDICATED 'a' b' 'c' 4 'd'. REFER TO DETAIL ON SHEET E2 FOR FURTHER COORDINATION. IMPORTANT: T.G.G. SHALL CONNECT EMERGENCY/NIGHT LIGHTING TO LOCAL CIRCUIT ON UNSWITGHED LES. 1r ;, o CIRCUIT VIA TIMECLOGK A CIRCUIT VIA 13 TIMEGLWGK Fps T app w/T4 R�Q� ®Vq4, crtYRMLA MAY 0 4 2012 PERMIT CENTER R: \ALDO \_Fitch\ 2012. Projects \12. 3243. SouthcenterMall.SettIe :WA\92.3243.Et.dwg DO DATE EMIS /ISSUED MAY 01, 2012 ALDO 15AJO 1 L.L., BID 4 PERMIT PRINT DATE 2012 -05 -01 NO.I DATE I REVISION HIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ALDO GROUP AND ITS ASSOCIATED COMPANIES TO EXPLAIN THE LAYOUT AND SERVICES REQUIREMENTS FOR THE TRADE FIXTURES OR TO EXPLAIN COMPANY CONSTRUCTION STANDARDS. ALL DIMENSIONS SHALL BE VERIFIED. ON SITE ALL ERRORS AND DISCREPANCIES SHALL BE REPORTED TO THE OWNER BEFORE PROCEEDING WITH THE WORK. NO DIMENSIONS SHOULD BE MEASURED ON THE DRAWING. DIMENSIONS AND AREAS ON THIS DRAWING ARE FOR INFORMATION ONLY d e 635 Westport Parkway Suite 300 Grapevine, Texas 76051 Phone: 817- 410 -2858 Fax: 817- 251 -8411 don penn • consulting engineer. ALDO G R O U P E 2300 EMILE - BELANGER, MONTREAL QUEBEC, CANADA, H4R 3J4 TEL.: (514) 747 -2536 FAX: (514) 747 -6504 PROJET /PROJECT: ALDO SOUTHGENTER YVESTF I ELLS SEATTLE, YsiASH I NGTON TITRE /TITLE: ELECTRICAL/ LIGHTING PLAN PROJET NO. /PROJECT NO. 2167 DESSINE /DRAWN: DA/JG ECHELLE /SCALE: CONCEPT, ANNEE /YEAR: AAO6 VERIFIE /CHECKED: BH B -1 PAGE:. - 2006 ISSUED: ALDO ELECTRICAL LEGEND MARCH, 2012 USA UGHiING FlXiURES LIGHTING FIXTURES ELECiRICAL EQUIPMENT SOUND EQUIPMENT NO TYPE DESCRPDON MOUNTING LAMP DESC. v0.1S MANUFACTURER MODEL REMARKS FiW91 Q1Y NO iYPE DESCRIPTION MOURING LAMP DESC. VOLTS MANUFACTURER MODEL REMARKS FINISH QTY NO TYPE DESCRIPTION QTY NO TYPE DESCRIPTION QTY Fr011igr, ,. 1',>;.] 7!-v71 �r e / � At0 ! ®I. eA ✓, 11 ra e ���APrAt I !', I ., s: r ' e1 l , %� �/� / I 21 °� EwIERGlliClf SURFAtE � 12w 120 BEGIfEtJJ HNE12- 150- ?1R -12w 150W 120/277 VACr 12 VDC BATTERY UNiT cm am HEJADS 2 �9 � CONVENIENCE DUPLEX OUTLET 20A-120V AT 12' A.F.F. (UNLESS °MERYrISE NOTED) BY " 1� s♦ � BECAIIE$.1EAC AG370, CM: 1 M: >�BS�GNTON PINS X. OOL• wN1E / I� / I i 1 , '�' '�'I9 ArAr ! `� ,11.7 'fir- r :: ,� 11 .i' :: � /.:. � ' rjr,(4,44 �i � ` r 7, +x ; � efl�fl��� I i : 11, ZAVief/OAdoiAi "�,rT7m�� 1 1 V ,,q� ,' !� : ! 1 1 ., e � �"�}.►� „�7,�l, ' 7' 1 44411r4 ''I •, �.aa.i 1 rrr ,A„r, I11..N.1}'i . .'. «,1:. ®� 1�'1 �1 ',' �'7 , ,ar �� � 1+'�' ,''`I �!ff''r�” � ' 1 1 «•� J:✓ h► ! � e of %�� a ®� � .'O P �.�� r��!►' � �� �, 171 I rh', , n;'i►f %� P ® I I 3i S0V KAKI LSOID NI�BEL OOR BOX FOSTER 0LA1ED WINE GTt HUB ?3 p f E 18W 1� BEGIiEW - ESL 12- 36- �1R-+L 12W-H SEI F �OMi DTI INYT ON 2�18W PAR 38 FRONT MOUNT LEADS 3 Jb Q 9 C1 RIISSOLhD VOLWE CONTTtOLER — #ALTX —iW N STWICRO 1M ea SIQI HEELS CEING iIIOUNT 9W . 120 BREW .. OL2- SA- LR- 1 -C-CR - D EDGEUI RED LG16lW GN CLEAR AMYUC 120 VAC /277 SELF T ERED WHITE 1 TaDtIONE RD VERIFICATION A"KArAe,2i Mr AW( SPFJIKE'RS. 2 CHMOiELS. �AS01, COLOR BLACK N StOCI(R0011 �5} STOCKROOM EfOT SIGN UNIVERSAL 9W 120 BEGfIF1U _ S1X SA- LR-U -W � mum., 120/277 VAC SE1F POYERED - FOR 5tDg1R00AI ONLY -- NIiIIiE 3 �9 �T RELOCATE DICATED PAiIBLE CONTROLS WERE .F. ;;;z: AID( SPEAKER SWTCH, BAR 45 / 12/112 N SPEAKER CNT (2x) 21w 34'LONG + (2x) ,:SI�NpGI7NE� 48'LONK.' .EACH 15 WOAiURE FIXTURE w/ ELECTRONC BALLAST 4100K TUOEGUARD OVER 120 CATIVIE CFI VERTICAL PORTABLE FIXTURE (2)1) ALD91S1116821 UNVPG -PIT -P -28841 SECTION �ywA�LL� DISPLAY WTH (2) VGIr.11WY. PORTf1RG Ytlf1111N. EACH FIXiUNE IS SUPPLED MI1H A 1rAlE PWG-IN 8/-01. CORD. GENERAL SUPPLY CAND AS PER ENGINEER'S DECTRICAL DRAWINGS W #TE 4 SINGLE TOGK E SNITCH 15A 1 P 120V, 'DECORA 9El0Ex" MFI1E 9 p / 4 ��.'�.. 1, `+ �e�® / OTHERS �2 � SPEAI(kR WIRING POINT OF ORIGIN AT 66' OFF. (INSTALLED f10R¢O NTIILLi� (SUPPLED AND INSTALLED BY ELECTRICAL CONTRACTOR) 1 SQUARE DIFFUSER N ALLIINIW, YODEL ASPD\31\ B12, SERFS STUD BY 'PRICE' DIMENSION : 24'(SALES AREA) , 12'(TNlDOWS) 5 p DOW JGHT (ix) 32W 120 LIGHTING PM- E-811C BILGI 4100': K CM ' in WHITE REFLECTOR, a I I M CEILING a, BY 'EDWARDS' #17-4, LOCATED ON STOCKROOM ENTRANCE 1 O ��►' e/ e /I /e � e I 7;47 ��II : • 7 . �.I' . 1 ^ Iry �,,. 1 I .!, ji +� •1 .:71 ir�l eldrel. ��dgI9 i � � .1•4 "±±�>: 1 . ] 1 , ;� I' /e/.� ' r © -- EH. E.H. PRICE C/W O B. DAMPER YODEL 530/FL/A 812 45 DE FLECTION GUIDES. (REFER TO E 30/FL: DRAWINGS) e /ieiii�elii/eI'e11Ie% �` (3x) 21W 341ANG + (50 •: LONG G. EACH 15 YwIAiURE FIXRIRE w / ELECTRONIC BALLAST 41001( BULB L AND CLEAR MD OVER LAND 120 CARLYLE f�[1 -Yfl VERTICAL PORTABLE FIXTURE 07., ♦1M�ty1ll�lpM J1{ f1Wa1J11 —LPL1 UNVPG- PIT51128841 DOT E SECTION wAU. DISPLAY W1H (3) VERTICAL I'aiTABLE LK,1f TYiG, EACH FIXTURE IS SUPPLED VIM A YALE PLUG-IN 8.-01. CORD. GENERAL OON1RlICTDR TO SUPPLY AND INSTALL CONIIIENCE DUKE( OUTLETS) AS PER ENGINEER'S ELECTRICAL DRAWINGS MITE s « O BU27IIt, BY'EDWARDS' LOCATED AT BACKS'TUXLE E NiRAICE 1 ELECTRICAL. POE]. (SEE ENGINEER DRAWINGS) o „i 1 i ' 1��/�r ! 7' � " r4 riff re r _. I �9 c O • TIME BACK. BY 'PARAGON #7007 -0 OR EgUIVAIENT 1 I' gir Am% 9 �'''l;,l�r �� rriir �(��� ar, � /�"' � 7!]a ��Ir 1► /� I , 1 ! � e e ` , ® I ikArr� I 7 � 1 � ��A I:; ?�14r� �/ 1: 1. 4. 1 I 71X1 'r1`� I UC'� � AA ►f�� ..� , � ^' III 1 1 .11 I:+ l "'"l : 1�'� I' 1 r .: -1 ,. ! , eir' e � i / Mfl e� /� , �i .. ��µ .. ,� / 1 1.4 1 .17 7, . A er ere�ell�efl�ere� /QtAzoid �7'7 /Iii �'Yieli , 7' 1 C , elr+��� / eE q9 � FUJOI 9�NT (4x) 21w 34'LONG + (4x) 28W WING. EACH 15 MINIATURE Flx1uI W/ EIECiRONC BALLAST 41001( BULB TUBAE(GUARD OVER LAMP 120 CATILTTE VERIICAI. PORTABLE FIXTURE (4x) ALD91SW22821 IIHVPC -PIT -P -28841 TRIPLE SECTION WALL DISPLAY W1H (4) VEM1CAL PORTABLE UGH1wG. EACH FIXTURE W SUPPLIED WITH A MALE PUICrW 8.-01L CORD. GENERAL CONTRACTOR TO SUPPLY AND ENGINEER'S ELECTRICAL DRAWINGS Sj AS KR WHITE s 51GN JUNCTNKIfI BOX (SEE SIGN SPECS.) t"T�+.+,11' ,o-A I a7A AMPLE C LARGE SIMPLE CERAMIC METAL HALDE • ( 1) 39 WATT PAR 30 � 120 8YSIEMALUX 8210- 1YH35- 120-01 " 111 -2100 PLASTER FRAME AND 8211 -01 CROSS BAFFLE 40008 0 T W SYLVANA ONLY 30' FLOOD ` FIXTURES NTH BAFLE TO BE I1SED FOR FLOOR LINTS au WHITE 5 m JUNCTION BOX 12 19 MULTIPLE LARGE DOI�E CERAMIC METAL HALIDE ASS (2) 39 WATT PAR 30 120 SYSIEMALUX 8220- 2/1135- 120 -01 III1H Mk-2M PLASTER CROSS 4000K, 0 SRAM SYLVAIA ONLY, 30' FLOOD mums um BAFFLE TO BE USED FOR FLOOR UN15. ONLY W911E 19 • • ,� STOREFRONT SIGN - NCWDNG FUIORESCD2T FIXTURE - TO BE HARDWIRED SEE MANUFACTURER I /���� �� /.ii eI i�rl!'}�111!�'� f �,�' / Ir /�� �� 'I' I'1�I�; f r��,r�Lr " ".'rrl �ty,..��3�� •f 111 I � , `% � ' , � ® ��- mii 74;f4:11/47-4v +'f i''AaWW �`/ ir/iiii� I /. �'�j� e %� ® � ® :,•00.7,,Lio Al , S , ®��'f' � y� :11174'1' e�e% e/Ii ,* i ' _'1 n 1 r, ;�TT 1*"► �T ITS' , `i►^✓ 1 • � [ ��� 7• 7. r 7• 7 7 ,, 1 ��e�►`e► 3p -4- Tti.EPHONE OUTLET FOR ALARM &MX (CONNECTED TO SECOND PHONE LNE). rig 4 I� '�,I i.� I��I / /1 1 ���e/=1 , ®� 7� 1 ] ! � e/ e� �I e��� 7'I X11' ,• '7 � 1 :v "1��!'�:�' ,311.i iati I . 1.1 'I,Q :�'1 (� S .111 1 it 3 r 7� ''7�'� I I �� raems./ � e/� �I r �'� ►7"'1' ^If* 7i 1. 117 1 1 � 171 '1 ! � '49.* e� e�� . %`�.�� 13 I ;I SMPLE METAL HALIDE (1)'39 WATT Tb 4000 1( 120 AiERWX CYLSR- 1- 39-T4GI18.5 -E- wT- 12D-FL Wr 20• FRogeFinC° �0 FWORESCEIlT y (1x) 14W 15 410011 ` 12D FO�IGIIT WpW1URE W11L mimic MA COMPLETE WM REMOVABLE DIFFUSER Lam, 'ENO 1D END' N1ER CONNECTORt G.C. lO SUPPLY NSTALL FLOOR OUTLET AS PER ENGINEER'S F]EC118CAL CRAVINGS NH1E 2 � e¢ RECESS FLOOR BOX W1H DUPLEX RECEPTACLE, 20A-120V FOR PLUG IN DISPLAY TABLES W1H N INIDNUM FINISHED FIJP LID COYER PLATE AND BOX, Lt1N ELECTRIC, CAT SW3- 21R-A, OR APPROVED EQUAL, CONTRACTOR SHALL MEASURE FLOOR GNTY 10 INSURE PROPER FlT11NG 4 FOR CEILNG GE1W N met O 14teet 14 DOUBLE IETAL HALDE RECESSED (2) 39 WATT T4, GU8.5 BASE 40001C 120 AMERIJDK CriSR- 2- 39- T4GU8.5 - E- WI•:120 -FL-MR FLOOD 25' REFLECTOR N1tOS1ED LDISE FOR CELL BE1MNrFNI 9feet d114feet SPECEY 'USA' FOR "2181' COMFICA110N, INSTALLED AT 12'-0' A.F.F. _ SUPPLY & NSTALL PROIEC ION GRILLE P STOCKROOM HEIGHT iS LESS THAN 10'-cr HIGH OR WHEN STOCKROOM IS ON TWO` LEVELS WIL1E W111E 12 12 3K01 W I I : 31 F1J10RF.9EiT WSW I 1 10 A (1x) 21W 15 41001( / 12G , / A FORESIGHT , ®�,I�, imtiaThRE 'SLR MER-" BALAST 7 I' 1 .�.� /�.��.�...��.�.� t� _Roy,. '! ai17 '1 � Jo, ef�e% a /I� COiiPLETE WTH RFJIOYABLE DIFFUSER LENSE, MOWING OLIP. WILE 7Y LANG PWGIN CABLE, 'ENO TO END' INTER CONNECTOR ac. TO SUPPLY & INSTALL FLOOR OUTLET AS PER ENGINEERS ELECTRICAL DRAWNGS WILE 2 � " W 31(03 15 �---y 8.-0' FlJIORESIENIT SURFACE ARMED ( 2K) 28MI COOL 7 18 BULB F2818/'SP41 120 COOPER 4T- 91-132 120EB81 �3 a O COMMUNICATION BOX MN 1-CAT. 5 CABLE FOR FIND SYSTEM IN SALES AREA. MIRE TO BE RUN DOWM DEMISED WALL N CONDUIT. ALLOW 10 FEET SLACK AT BOTH ENDS AM ooILED CINDER MOIRE BASE .„� firre/004ceirrioilorWrAttei,rfror.,6471, I ''!ice �, -• ''}� i� ' ", 1 1 :'I iJ �1�3 r � � fr-1 1444* prAp, o A, . � irirrifforr - .4 . . A � I , ..7 }�� "1w�l1' '�� � S I I . ! 1 "`14.:'14'.4':*" ' 7 , , r�� I or i I, ! ' . L �, . 7.r 7 �! eDII eNlNliee'eNl�e r ;= 1, IPAleA1011710/4060fej , / l� / A 17/I A! M �..r. ��r 42 l lF .11'1' 1 !1 � , �17►1 1 . 1, � I , ."� �� �i �, �' % /,' i'% I .► e��'%N'`e�� UGHT FIXTURE (1M�'' 1'' "'' A %(� �./I. 28W rripperezorKorerz, 120 BROIW MR1101. I IS;a�� .1 1 1 41 a I 7 i,i ir►'e811�1l►Yireli/I►iii�� VENTLATION/UGHr FIXTURE COMBINATION 1 / II /'�® 1 3; >7 1 /, lr'I�•'' / .1 /� ►1 : ��171 1 1 ' •`1 it '' 1'�'�' f'J ! •�e�/ , �'''r�; 19 ¢t ® ` 1,�® , ' r , .+I' ,1 " , or . :7 4411 „,, . T?`, 'rl"•i 1 ■. •,fN'f' , �� f . 7 X71 71 yr r 'fT 1 I :1 I, a :17 / / / / /may /Ia /y, 2p EK/`Y UGHT 9W 120 BEGIfELLI RDO- SE-81M RECESSED GMIBAL �1Z�0j /�/L- /�! -VAG 3 NOTES: QUANTITIES CF ANY DISCREPANCIES WI1H FOR ALARM INSTALLATION, DUSTING FIXTURES, OUTLETS, ETC. DESCRIBED IN ELECTRICAL LEGEND TO BE CHECKED ON SITE - PLEASE ANISE THE ALDO GROUP OF QUANTITIES NOTED ON PLAN REFER TO SEPARATE DRAWING Dig-- i48 Sep AP. 1r ALDO DATE EMIS /ISSUED MAY OI, 2012 ALDO / 5AJ0 / L.L., BID 4 PERMIT PRINT DATE 2012 -05 -01 NO.I DATE I REVISION THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ALDO GROUP AND ITS ASSOCIATED COMPANIES TO EXPLAIN THE LAYOUT AND SERVICES REQUIREMENTS FOR THE TRADE FIXTURES OR TO EXPLAIN COMPANY CONS1RUC110N STANDARDS. ALL DIMENSIONS SHALL BE VERIFIED ON SITE. ALL ERRORS AND DISCREPANCIES SHALL BE REPORTED TO THE OWNER BEFORE PROCEEDING WITH THE WORK. NO DIMENSIONS SHOULD BE MEASURED ON THE DRAWING. DIMENSIONS AND AREAS ON THIS DRAWING ARE FOR INFORMATION ONLY d p c e don penn • consulting engineer 635 Westport Parkway Suite 300 Grapevine, Texas 76051 Phone: 817- 410 -2858 Fax: 817- 251 -8411 ALSO G R O U P E 2300 EMILE - BELANGER, MONTREAL QUEBEC, CANADA, H4R 3J4 TEL.: (514) 747 -2536 FAX: (514) 747 -6504 PROJET /PROJECT: ALDO SOUTHGENTER INESTF I ELD SEATTLE, WASH I NGTON TITRE /TITLE: ELECTRICAL LEGEND ernfRrAttitA PROJET NO. /PROJECT NO. MAY 042012 2167 PERMIT CENTER R: \ ALDO \Ditch \ 2012. Projects \12. 3243. SouthcenterMal 1. Settle. WA \12.3243.E1 A. dwg ECH ELLE /SCALE: DESSINE /DRAWN: DA/JG VERIFIE /CHECKED: BH CONCEPT, ANNEE /YEAR: AAO6 PAGE: E- IA ELECTRICAL SPECIFICATIONS DIVISION 16000 IA SCOPE 1.1 THE COMPLETE INSTALLATION SHALL BE MADE IN STRICT ACCORDANCE WITH THE LANDLORDS REQUIREMENTS. CONSULT LANDLORDS DESIGN CRITERIA. 1.2 THE DRAWINGS AND THE SPECIFICATIONS SHALL BE CONSIDERED ADDITIONAL TO ARCHITECT AND MECHANICAL ENGINEERS SPECIFICATIONS. ANY DISCREPANCY OR CONTRADICTION SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER. 15 ARCHITECTS GENERAL REQUIREMENTS ARE PART OF THIS CONTRACT. AND THEY SHALL BE APPLIED BY THE GENERAL CONTRACTOR AND SUBGONTRAGTORS (E LEGTRIGAL,ETG.) I.4 GENERAL CONTRACTOR SHALL VISIT THE JOB SITE IN ORDER TO FAMILIARIZE HIMSELF WITH CONDITIONS THAT CAN AFFECT HIS WORK IN ANY MANNER. (MEASUREMENTS - PARTICULAR CONDITIONS, ETC...) NO EXTRA COST DUE TO THE IGNORANCE OF LOCAL CONDITIONS WILL BE ACCEPTED BY THE TENANT. 15 GENERAL CONTRACTOR SHALL MAKE ALL NECESSARY CHECKING AND ADJUSTMENTS TO COMPLY WITH THE INTENT OF SPECIFICATIONS. 1.6 THE DRAWINGS SHOW THE APPROXIMATE LOCATION OF THE EQUIPMENT. EACH SUBCONTRACTOR SHALL VERIFY THESE LOCATIONS BEFORE INSTALLATION. 1.3 GENERAL CONTRACTORS TENDER SHALL INCLUDE THE COST OF ALL NECESSARY PERMITS AND CERTIFICATES, ALL DRAWINGS APPROVAL COSTS AND ALL INSPECTION COSTS REQUIRED BY ALL AUTHORITIES HAVING JURISDICTION. 1.8 EACH SUBCONTRACTOR SHALL COMPLETE THE WORK IN EVERY DETAIL. EVEN THOUGH NOT SHOWN ON DRAWINGS OR GALLED FOR IN THIS SPECIFICATION. IA THE ELECTRICAL TRADE PROVIDE ALL LABOR AND MATERIALS NECESSARY FOR A COMPLETE AND OPERATING ELECTRICAL SYSTEM A5 INDICATED ON THE DRAWINGS. THE TRADE SHALL ALSO PROVIDE WHICH 15 OBVIOUSLY NECESSARY OR REASONABLY IMPLIED TO COMPLETE THE WORK. 1.10 ALL ELECTRICAL WORK TO BE DONE IN ACCORDANCE WITH THE NATIONAL ELECTRICAL (NEC) CODE. 1.11 ALL RUBBISH'S AND GARBAGE SHALL BE REMOVED FROM THE JOB SITE AT THE END OF EVERY WORKDAY. AT THE CONTRACT COMPLETION, ALL TOOLS AND EQUIPMENT SHALL BE REMOVED AND THE JOB SITE SHALL BE LEFT IN A GLEAN CONDITION.. 2.0 GUARANTEE 2.1 EACH SUBCONTRACTOR SHALL GUARANTEE HIS WORK AND INSTALLATION REGARDING HIS CONTRACT. THE ELECTRICAL CONTRACTOR SHALL REPAIR OR REPLACE, AT HIS OWN EXPENSE, ALL DEFECTS AND THIS DURING A TWELVE MONTHS PERIOD, STARTING AT THE PROVISIONAL ACCEPTANCE BY THE TENANT. AS LONG AS THE DEFECTS 15 NOT DUE TO A BAD USE OR NORMAL WEAR. 3.0 TAXES 5.1 EACH SUBCONTRACTOR SHALL PAY ALL APPLICABLE TAXES, FOR LABOR AND MATERIAL INCLUDED IN HIS TENDER 4.0 TEMPORARY SERVICES 4.1 ALL TEMPORARY LIGHTING (MIN. 200LUX WITH MH HALIDE FIXTURE) AND POWER DURING CONSTRUCTION SHALL BE BY GENERAL CONTRACTOR AFTER AGREEMENT WITH ELECTRICAL CONTRACTOR AND SHALL BE TAKEN FROM EXISTING PANEL DESERVING THE SPADE, SUPPLY VOLTAGE AND AMPS AS REQUIRED. 5A SHOP DRAWINGS 5.1 PRIOR TO ORDERING OR INSTALLING ANY EQUIPMENT SUBMIT TO ENGINEER FOR APPROVAL A MINIMUM OF TWO (2) COPIES OF SHOP DRAWINGS FOR EACH ITEM OF EQUIPMENT IF REQUESTED BY ENGINEER. 6.0 ALTERNATE EQUIPMENT 6.1 PROPOSAL SHALL BE BASED ON SPECIFIED EQUIPMENT AND MATERIAL. 6.2 PROPOSAL FOR ALTERNATE TO 5PEGIFICATION SHALL INCLUDE MANUFACTURER NAME, MODEL AND COST MODIFICATION. 6.3 COST OF ANY CHANGE REQUIRED TO OTHER TRADES WORK DUE TO SUBSTITUTION OF ALTERNATE EQUIPMENT, SHALL BE INCLUDED IN THE SUBCONTRACTOR'S PROPOSAL GALLING FOR THIS SUBSTITUTION. EVEN IF THESE CHANGES APPEAR AFTER THE DEMAND FOR SUBSTITUTION. 6.4 ALTERNATE PROPOSALS WILL BE ACCEPTED OR REJECTED BEFORE CONTRACTS ARE AWARDED. NO CHANGES WILL BE ALLOWED AFTER THE CONTRACT 15 SIGNED. 'ID IDENTIFICATION 7.1 ALL ELECTRICAL EQUIPMENT (SWITCHES, PANELS, CIRCUITS ETC.) MUST BE PROPERLY IDENTIFIED WITH LAMIGOID NAME PLATES SCREWED ON PANELS AND HAVE A TYPED DIRECTORY AND INDICATE LOAD ON EACH CIRCUIT. 8.0 GROUND 8.1 THE GROUND SHALL BE CONTINUOUS AND SHALL BE CONFORM TO NATIONAL ELECTRICAL CODE. 4.0 PULLING AND JJNGTION BOXES 4.1 TRADE WILL PROVIDE PULLING AND J./NOTION BOXES WITH SCREWED PLATED DOLOR MATCHED FOR WALL AND CEILING FINISHES. 4.2 ALL BOXES SHALL BE ACCESSIBLE. 61.3 BACK TO BACK BOXES WILL NOT BE ACCEPTED. 4.4 PULL BOXES SHALL. BE LOCATED EVERY 100 FEET (50m) AND EVERY TWO 40 DEG. ELBOW. 615 ALL SURFACE MOUNTED BOXES FOR JUNCTION, SOCKETS, SWITCHES, FIXTURES ETG...IHALL BE F.S. TYPE. 10.0 DRILLING 10.1 ELECTRICAL CONTRACTOR SHALL DRILL OR GRIP THE FLOOR WHERE REQUIRED. ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL SLEEVES IN CONCRETE SLAB, WHERE REQUIRED. 10.2 NO ELECTRICAL OR PNEUMATIC HAMMER SHOULD BE USED. 10.5 EXISTING CONCRETE COLUMNS ARE NOT TO BE CHANNELED OR NOTCHED. 11.0 WIRING AND CONDUIT 11.1 ALL WIRING, WILL BE COPPER TYPE, No.I2 A116 MINIMUM, UNLESS OTHERWISE NOTED. 11.2 ALL SURFACE WIRING, SHALL BE RW-610 TYPE IN E.M.T. CONDUIT. ALL COUPLINGS TO BE RAIN TIGHT OR GALVANIZED SET GREW TYPE. 11.3 ALL WIRING AND CONDUIT, WILL BE RECESSED IN WALL OR CEILING, INCLUDING EXISTING ARCHITECTURAL ELEMENTS. 11.4 ALL WIRING SHALL BE PARALLEL WITH ARCHITECTURAL LINES AND DESIGN. 11.5 FOR SUSPENDED CEILING, AG-410 WIRE FOR 15 FEET (45m) 15 ACCEPTED. MAIN WIRING TO BE RW-40 IN E.M.T. CONDUIT. 11.6 ALL EMPTY CONDUIT SHALL INCLUDE A PULLING WIRE No.I2 A1616. - MAX 6' -0" FLEXIBLE CONDUIT MAY BE USED FOR FIXTURE AND EQUIPMENT CONNECTIONS ONLY. PLASTIC CONDUIT 15 NOT ACCEPTED. 12.0 FIRE BARRIER 12.1 IN CASE OF GROSSING A FIRE BARRIER (FLOOR, WALL, OR CEILING) FILL 6AP WITH APPROPRIATE MATERIAL. THIS MATERIAL SHALL BE EFFICIENT BARRIER FOR FLAME, FUME AND GAS. 13.0 EXPANSION JOINT 13.1 EACH TIME ELECTRICAL CONDUIT PASS TROUGH AN EXPANSION JOINT OF THE BUILDING USE GALVANIZED STEEL SLIDING TYPE EXPANSION JOINT WITH CONTINUOUS COPPER GROUNDING. FLEXIBLE AT THESE LOCATIONS. 14.0 FIXTURES AND LAMPS I4J ELECTRICAL CONTRACTOR SHALL SUPPLY AND INSTALL ALL FIXTURES AND LAMPS_ AS PER MANUFACTURER SPECS. 15.0 FIELD CONDITIONS 15.1 ENGINEER CAN RELOCATE ALL EQUIPMENT (FIXTURES, OUTLETS, ETC..), AT NO COST, IF DISPLACEMENT 15 LESS THAN 10 FEET (3m), AND WRITTEN NOTICE 15 SENT TO "CONTRACTOR PRIOR TO INSTALLATION. 15.2 CONFER WITH ALL OTHER TRADES AND ARRANGE EQUIPMENT IN PROPER RELATION WITH OTHER APPARATUS, DUCTS, PIPES, ETC. AND WITH BUILDING CONSTRUCTION AND ARCHITECTURAL FINISHES. 160 EXISTING CONDITIONS I6.1 ELECTRICAL CONTRACTOR SHALL WORK AFFECTING ODER TENANT SHALL BE DONE OFF BUSINESS HOURS (NIGHT OR WEEK -END). COORDINATE WITH THE LANDLORD. 16.2 ELECTRICAL "GONTRAGTOR SHALL REMOVE AND DI5PO5E ANY UNUSED MATERIAL. 16.3 ' ANY NON REUSED MATERIAL SHALL BE GIVEN BACK IN GOOD CONDITION TO LANDLORD 16.4 ANY DAMAGED WALL, FLOOR, GEILIN6, FINISHES SHALL BE REPAIRED BY GENERAL CONTRACTOR THOSE REPAIRS SHALL MATCH EXISTING FINISHES. 110 COMMUNICATIONS 111 TENANT 15 IN CHARGE FOR ANY COMMUNICATIONS SYSTEMS. I1.2 ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL, IF REQUIRED, TELEPHONE TERMINAL BOARD, 24 5(24' PLYWOOD 5/4" THICK, AND CONDUIT AS INDICATED ON DRAWINGS: 175 ALL WIRING, INCLUDING INSTALLATION AND CONNECTION TO EQUIPMENT SHALL BE PERFORMED BY A SPECIALIZED CONTRACTOR, IN CHARGE OF THE TENANT. 18.0 FIRE ALARMS 18.1 EXISTING FIRE ALARM TO BE KEPT. ELECTRICAL CONTRACTOR TO RELOCATE IF REQUIRED ANY EQUIPMENT AT NO COST. 18.2 ALL REQUIRED YORK IRELATED TO LIFE SAFETY SYSTEMS SHALL SE DONE AT NO EXTRA COST. RETAIN THE SYSTEM MANUFACTURERS FORGES TO PERFORM FINAL CONNECTIONS, MODIFICATIONS AND PROVISION OF NEW INTERFACING DEVICES IN THE SYSTEM PANELS, ETC. 18.3 ENSURE FULL COMPATIBILITY OF ALL NEW DEVICES WITH EXISTING LIFE SAFETY SYSTEMS. 18.4 ELECTRICAL CONTRACTOR SHALL HAVE SYSTEM MANUFACTURER TEST AND CERTIFY LIFE SAFETY SYSTEMS FOR PROPER OPERATION AT COMPLETION OF WORK. 14.0 COLOR CODE 20.0 SPECIAL NOTES 20.1 THE ELECTRICAL CONTRACTOR SHALL SUPPLY AND INSTALL THE FOLLOWINGS ITEMS: a) TELECOM GABLES BETWEEN MASTER GASH REGISTER AND OTHER GASHES, AND TO THE TELEPHONE TERMINAL SUPPLY AND INSTALL A SYSTEM OF 3/4" DIAM. (2Omm) CONDUIT FOR THESE GABLES. b) LEAVE 15 FEET (4.5m) LOOPS OF GABLE AT EACH GASH RESISTER AND TELEPHONE TERMINAL. THE FINAL CONNECTION OF THE GABLES TO THE GASHES, WILL BE BY THE GASH REGISTER SUPPLIER. a) ELECTRICAL CONTRACTOR SHALL COORDINATE THE EXACT TYPE OF GABLES, THE EXACT LOCATION, ETC...WITH THE REPRESENTATIVE OF THE TENANT. 20.2 ON ALL OUTLETS LOCATED IN ISLAND COUNTERS, ETC..., ELECTRICAL TRADE SHALL ATTACH ALL CONDUITS TO THE FLOOR WITH APPROPRIATE CONNECTORS. FOR EXISTING' CONCRETE SLABS, NO GORE DRILLING OR TRENCHING OF EXISTING STRUCTURE 15 ALLOWED, OBTAIN WRITTEN APPROVAL FROM THE LANDLORD PRIOR TO COMMENCE WORK, 20.3 RECEPTACLES, OUTLETS, ETC..., LOCATED AT THE CASH COUNTERS SHALL BE INSTALLED IN COMMON BOXES. USE 2 GANG, 3 GANG OR 4 GANG, ETC..., BOXES G/W SEPARATIONS AS PER CODE, AS REQUIRED. BOXES SUPPLIED, INSTALLED AND CONNECTED BY THE ELECTRICAL CONTRACTOR. 21.0 DEMOLITION 21.1 REMOVE AND TRANSPORT OUT OF THE CONSTRUCTION SITE ALL. EQUIPMENT MADE OBSOLETE CONSECUTIVE TO THE WORK, INCLUDING WIRING, CONDUITS, BOXES, OUTLETS, SWITCHES, LIGHTING FIXTURES, DISTRIBUTION EQUIPMENT, SUPERVISORY AND COMMUNICATION EQUIPMENT. ALL ACCESSORIES BEING PART OF THE ELECTRICAL INSTALLATION.. 21.2 REMOVE THE WIRING AND THE CONDUIT UP TO THE LAST PANEL OR BOX KEPT IN THE NETWORK. 21.5 PUT BACK IN SERVICE ALL FEEDERS, CONTROL OR COMMUNICATION GABLES WHEN THE CONTINUITY OF THOSE SERVICES 15 INTERRUPTED BY THE WORK. 22.0 SPECIFICATIONS 221 DISCONNECT AS PER CUTLER- HAMMER MODEL , 120/208V 271/480V PHASE A RED RED WITH STRIPE PHASE 5 BLACK BLACK WITH STRIPE PHASE G BLUE BLUE WITH STRIPE NEUTRAL WHITE WHITE WITH STRIPE &ROUND GREEN GREEN WITH STRIPE 20.0 SPECIAL NOTES 20.1 THE ELECTRICAL CONTRACTOR SHALL SUPPLY AND INSTALL THE FOLLOWINGS ITEMS: a) TELECOM GABLES BETWEEN MASTER GASH REGISTER AND OTHER GASHES, AND TO THE TELEPHONE TERMINAL SUPPLY AND INSTALL A SYSTEM OF 3/4" DIAM. (2Omm) CONDUIT FOR THESE GABLES. b) LEAVE 15 FEET (4.5m) LOOPS OF GABLE AT EACH GASH RESISTER AND TELEPHONE TERMINAL. THE FINAL CONNECTION OF THE GABLES TO THE GASHES, WILL BE BY THE GASH REGISTER SUPPLIER. a) ELECTRICAL CONTRACTOR SHALL COORDINATE THE EXACT TYPE OF GABLES, THE EXACT LOCATION, ETC...WITH THE REPRESENTATIVE OF THE TENANT. 20.2 ON ALL OUTLETS LOCATED IN ISLAND COUNTERS, ETC..., ELECTRICAL TRADE SHALL ATTACH ALL CONDUITS TO THE FLOOR WITH APPROPRIATE CONNECTORS. FOR EXISTING' CONCRETE SLABS, NO GORE DRILLING OR TRENCHING OF EXISTING STRUCTURE 15 ALLOWED, OBTAIN WRITTEN APPROVAL FROM THE LANDLORD PRIOR TO COMMENCE WORK, 20.3 RECEPTACLES, OUTLETS, ETC..., LOCATED AT THE CASH COUNTERS SHALL BE INSTALLED IN COMMON BOXES. USE 2 GANG, 3 GANG OR 4 GANG, ETC..., BOXES G/W SEPARATIONS AS PER CODE, AS REQUIRED. BOXES SUPPLIED, INSTALLED AND CONNECTED BY THE ELECTRICAL CONTRACTOR. 21.0 DEMOLITION 21.1 REMOVE AND TRANSPORT OUT OF THE CONSTRUCTION SITE ALL. EQUIPMENT MADE OBSOLETE CONSECUTIVE TO THE WORK, INCLUDING WIRING, CONDUITS, BOXES, OUTLETS, SWITCHES, LIGHTING FIXTURES, DISTRIBUTION EQUIPMENT, SUPERVISORY AND COMMUNICATION EQUIPMENT. ALL ACCESSORIES BEING PART OF THE ELECTRICAL INSTALLATION.. 21.2 REMOVE THE WIRING AND THE CONDUIT UP TO THE LAST PANEL OR BOX KEPT IN THE NETWORK. 21.5 PUT BACK IN SERVICE ALL FEEDERS, CONTROL OR COMMUNICATION GABLES WHEN THE CONTINUITY OF THOSE SERVICES 15 INTERRUPTED BY THE WORK. 22.0 SPECIFICATIONS 221 DISCONNECT AS PER CUTLER- HAMMER MODEL , FUSE INSTALLATION HD WITH INTERIOR HHD - WITHOUT INTERIOR RD WITH EXTERIOR RD WITHOUT EXTERIOR 22.2 FUSES AS PER COULD GAGE MODEL SPARE QTY. 0-60OA AJT IO% (MINIMUM 6) 22..5 SPLITTER 13OXE5 AND TROUGHS, AS PER BEL, 14 6A STEEL WITH HINGED DOVER CLOSED WITH SCREWS, TINNED COPPER BUS BARS, COMPLETE WITH SOLDERLESS TERMINALS. BARS SUPPORTED BY ISOLATORS. 22.4 TRANSFORMERS AS PER DELTA, DT (TRIPLE PHASE). 22.5 PANELS G/W DOORS. AND LOCKS, AS PER CUTLER- HAMMER USAGE VOLTAGE MODEL LIGHTING I20/208V 3PH PRL -I BREAKERS WITH IO,000 A SYMMETRICAL INTERRUPTING CAPACITY, UNLESS OTHERWISE NOTED. 22.6 OUTLETS AS PER LEVITON, MODEL NO. 5262, DOLOR BY ARCHITECT. 22.7 SWITCH TYPE MODEL UNIPOLAR , 5401/001' BIPOLAR 54502/001 THREE WAY 54505/001 FOUR WAY 54504/001 ( 0 -2 HR OVERRIDE SWITCH TC1 24 14R/7 DAY ASTRONOMICAL TIME CLOCK 'LITHONIA SPAK -8S' A -1 STOREFRONT SIGN A -13 STOREFRONT LIGHTING CONTACTOR CONTROL SWITCH 'r 50% CONTROL SWITCH 'a' 50% CONTROL SWITCH 'b' () 500 CONTROL SWITCH 'c' 50% CONTROL SWITCH 'd' LIGHTING CONTROL NOT TO SCALE DISPLAY LIGHTING CASHWURAP LIGHTING FIXTURE LIGHTING ARMOIRE LIGHTING NORMALLY OPEN (MECHANICALLY HELD) LIGHTING CONTACTORS IN APPROVED ENCLOSURE 204 MINIMUM RATED CONTACTS. SQUARED SERIES 8903 HEAVY DUTY CONTACTORS OR EQUAL. A -15 STOCK LIGHTING A -15 STOCK LIGHTING A -5 SALES LIGHTING A -5 SALES LIGHTING NOTE: 1. EMERGENCY, EXIT, AND NIGHT LIGHTING SHALL NOT RUN THRU BUILDING SHUTOFF. 2. IMPORTANT: ALL LIGHT FIXTURES NOT ON TIMECLOCK OR OCCUPANCY SENSOR SHALL BE CONTROLLED BY LIGHTING CONTACTOR(S). TGC SHALL PROVIDE ADDITIONAL CONTACTORS AS REQUIRED. RELOCATED PANEL A SERVICE: BUS RATING: 120/208 VOLTAGE 3 PHASE 4 WIRE 150A MCB MOUNTING: SURFACE NEMA 1 125 REM CKT DESCRIPTION WATTS WIRE BKR A B C BKR WIRE WATTS DESCRIPTION CKT REM 2 1 SIGN 1200 12 1/20 1.25 1500 1/20 12 500 SUBWOOFER 2 - - 3 SPARE - - 1/20 120 1/20 12 500 DRINKING FOUNTAIN 4 - - 5 SALES LIGHTING 1600 12 1/20 1/20 12 1200 SHOW WIN. RECEPTACLE 6 2 3 7 DISPLAY LIGHTING 1135 12 1/20 1/20 12 100 BUZZER 8 - 3 9 CASHWRAP LIGHTING 600 12 1/20 1/20 12 720 RECEPTACLES 10 - 6 11 EXIT /EMERGENCY LIGHTING 100 12 1120 1/20 - - SPARE 12 - 2 13 STORE FRONT LIGHTING 720 12 1/20 1/20 12 540 COMMUNICATION 14 - - 15 STOCK ROOM LIGHTING 1000 12 1/20 1/20 12 500 CASHWRAP P.O.S. 16 6 - 17 SPARE - - 1/20 1/20 12 500 CASHWRAP P.O.S. 18 6 - 19 NIGHT LIGHTS 235 12 1/20 1/20 12 1080 CASHWRAP RECEPTACLES 20 - 3 21 FIXTURE LIGHTING 115 12 1/20 1/20 12 360 RECEPTACLES 22 - - 23 SPARE - - 1/20 1/20 12 1200 SHOW WIN. RECEPTACLE 24 2 - 25 SPARE - - 1/20 1/20 12 360 PRINTER " 26 - 3 27 ARMOIRE LIGHTING 1470 12 1/20 1/20 12 250 TIMECLOCK 28 - - 29 WATER HEATER 1500 12 1/20 1/20 - - SPARE 30 - - 31 SPARE - - 1/20 ` 1/20 - - SPARE 32 - - 33 SPARE - - 1/20 1/20 - SPARE 34 - - 35 SPARE - - 1/20 1/20 - - SPARE 36 - - 37 SPARE - - 1/20 3/20 12 1000 FP -1 WITH INTEGRAL 3 KW 38 - - 39 SPARE - - 1/20 1000 40 - 41 SPARE - - 1/20 1000 42 REMARKS: TOTAL PHASE 'A' = 6870 1 - PROVIDE GFCI BREAKER TOTAL PHASE 'B' = 6515 2 - CIRCUIT VIA TIME CLOCK TOTAL PHASE 'C' = 7100 3 - CIRCUIT VIA CONTACTOR TOTAL LOAD ALL PHASES = 20,485 4 - PROVIDE BREAKER AND FUSES PER EQUIPMENT MANUFACTURERS RECOMMENDATION TOTAL AMPS = 57 5 - PROVIDE H.A.C.R. (HEATING, AIR CONDITIONING AND REFRIGERATION) BREAKER 6- PROVIDE A LOCK -ON BREAKER NOTE: 1. T.G.C. SHALL PROVIDE NEW BREAKERS, FEEDERS AND CONDUIT AS REQUIRED FOR NEW ELECTRICAL DEVICES. 2. T.G.C. TO BALANCE ALL PHASES TO WITHIN 10 %. SUBMIT REPORT TO DAVID STELLER. 3. BOLT ON BREAKERS REQUIRED ELECTRICAL LOAD SUMMARY LOAD TYPE CONNECTED VA FACTOR DEMAND VA VOLTAGE PH LIGHTING 6975 1.25 8719 120 1 RECEPTACLES 5060 1.00 5060 120 1 SHOW WIN. RECEPTACLES 2400 1.25 3000 120 1 SIGN LIGHTING 1200 1.25 1500 120 1 MECHANICAL 3000 +25% OF MOTOR 3938 208 3 WATER HEATER 1500 1.25 1875 120 1 MISCELLANEOUS 350 1.00 350 120 1 TOTALS 20,485 24,442 24.4 KW = 29.4 AMPS AT 277/480V 3 PH NOTES BY SYMBOL ® PROVIDE AND INSTALL 24 HR, 1 DAY TIMECLOCK FOR SHOW WINDOW AND 5IGNAGE. PROVIDE NEW IF REQUIRED. REFER TO DETAIL I ON THIS SHEET FOR FURTHER INFORMATION. ® PROVIDE AND INSTALL CONTACTOR(5) AS REQUIRED TO ACCOMMODATE LIGHTING CIRCUITS. REFER TO PANEL SCHEDULE ABOVE FOR NUMBER OF CONTROLLED CIRCUITS AND DETAIL I ON THIS SHEET. ® EXISTING (4) *I THIN GU (I) *6 GROUND IN EXISTING 2" CONDUIT. PROVIDE AND INSTALL (3) *4 THIN CU (1) #8 &ROUND IN 5/4 " CONDUIT. O5 PROVIDE AND INSTALL (4) *I /0 THWN GU (I) *6 GROUND IN I -I/2" CONDUIT. © PHONE BOARD ® RELOCATED IOOA5, P /&OAF DISCONNECT. FEEDER NOTES CONTRACTOR TO VERIFY EXISTING FEEDERS ARE OF SUFFICIENT LENGTH TO BE PULLED BACK TO NEW PANEL LOCATION AND REUSED. PROVIDE AND INSTALL (4) *1 TWIN CU, (I) *6 GROUND IN I -I/2" CONDUIT IF REQUIRED. w z J W a J CEILING LINE EXISTING 100 AMP-" CIRCUIT BREAKER IN LANDLORD ELECTRICAL ROOM TO REMAIN LANDLORD TENANT I. 277/480 VOLT 4 WIRE EXISTING ELECTRICAL SERVICE 2. TENANT'S GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL ALL COPPER CONDUCTORS WHEN NEW 15 REQUIRED 5. VERIFY ALL EXISTING CONDITIONS IN FIELD. ALL UPGRADES REQUIRED BY CODES, LANDLORD OR TENANT SHALL BE BY TENANT AT TENANTS EXPENSE. RELOCATED 45 KVA RELOCATED PANEL ,A, *6 GROUND PER NEC FINISH FLOOR GITYRFORAVALA MAY 0 4 2012 PERMIT CENTER R: \ALDO\) Itch\ 2012. Projects\ 12. 3243. SouthcenterMall .Settle.WA \12.3243.E2.dwg ALDO DATE EMIS /ISSUED MAY 01, 2012 ALDO / SAJO / L.L. BID 4 PERMIT PRINT DATE 2012-05-01 NO.I DATE I REVISION THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ALDO GROUP AND ITS ASSOCIATED COMPANIES TO EXPLAIN THE LAYOUT AND SERVICES REQUIREMENTS FOR THE TRADE FIXTURES OR TO EXPLAIN COMPANY CONSTRUCTION STANDARDS. ALL DIMENSIONS SHALL BE VERIFIED ON SITE ALL ERRORS AND DISCREPANCIES SHALL BE REPORTED TO THE OWNER BEFORE PROCEEDING WITH THE WORK. NO DIMENSIONS SHOULD BE MEASURED ON THE DRAWING. DIMENSIONS AND AREAS ON THIS DRAWING ARE FOR INFORMATION ONLY d p c e don penn • consulting engineer 635 Westport Parkway Suite 300 Grapevine, Texas 76051 Phone: 817 - 410 -2858 Fax: 817- 251 -8411 ALDO G R O U P E 2300 EMILE - BELANGER, MONTREAL QUEBEC, CANADA, H4R 3J4 TEL.: (514) 747 -2536 FAX: (514) 747 -6504 PROJET /PROJECT: ALDO SOUTHGENTER WESTF I ELD SEATTLE, 1^1A51-11 NGTON TITRE /TITLE: ELECTRICAL PANELS/NOTES PROJET NO. /PROJECT NO. 2161 DESSINE /DRAWN: DA/JG ECHELLE /SCALE: VERIFIE /CHECKED: BH E -2 CONCEPT, ANNEE/YEAR: AAO6 PAGE: ELECTRICIAN TO INSTALL 1 1/4 "0 CONDUIT FOR CASH COUNTER, DATA AND TELEPHONE AND TO PASS 7x CATEGORY 5E CABLE LOOPED W/ 6' -0" OF LOOSE CABLE 0 BOTH ENDS ELECTRICIAN TO INSTALL 2x 1/2"41 CONDUIT FOR "FIND" SYSTEM 1- TOWARD SAFE 1- TOWARD SALES AREA ELECTRICIAN TO INSTALL 1/2 "• CONDUIT FOR TELEPHONE UNE AND TO PASS 3x CATEGORY 5E CABLE LOOPED W/ 6' -0" OF LOOSE CABLE 0 BOTH ENDS TRAFFIC COUNTER NOTE: ELECTRICAL CONTRACTOR TO SUPPLY AND INSTALL CAT -5 SHIELDED, TWISTED PAIR. PROVIDE 20 Feet OF EXTRA LENGTH AT STOREFRONT AND 10 Feet OF EXTRA LENTGH AT THE CASH AREA & ELECTRICAL PANEL CABLE TO BE IDENTIFIED BY A RED TAPE AT BOTH ENDS. ELECTRICIAN TO INSTALL 1/2 "0 CONDUIT FOR THE SHIP STATION W/ 1x CAT5 CABLE LOOPED W/ 6' -0" OF LOOSE CABLE 0 BOTH ENDS lx DUPLEX 20(AMP) FOR "FIND" MELAMINE SHELF TO BE ELIMINATED do REPLACED WITH SAFE EITHER EXISTING, TO BE RELOCATED OR NEW ELECTRICIAN TO SUPPLY & INSTALL 1/2"0 CONDUIT FOR TRAFFIC COUNTE FROM CASH UNIT TO 'STOREFRONT ACCESS PANEL AND PASS 1x CAT5 WIRE - SEE NOTE CONDUIT FOR CASH COUNTER ELECTRICAL STOCKROOM AREA FOR "FIND" ELECTRICIAN TO PASS 4x CAT5 CABLES FROM BACK TO SAFE LOCATION TO BE CONFIRMED BY PROJECT LEADER PROJECT LEADER TO VERIFY & CONFIRM THE AMOUNT OF CAT5 TO BE PULLED FOR "FIND" STOCK / 111 AREA DEMISING p 1 11 15 BACKBAR UNIT ELECTRICIAN TO PASS 4x CAT5 CABLES FROM BACK TO SALES AREA. 1- FOR EACH "FIND" IN SALES AREA COIL 10 Feet EXTRA LENGTH 0 BOTH ENDS 1 y � 1 J.' -1 i i 11 r' 1 >��� 1 1i \' I� ,, \\)�, i \\ 1 �y< 11 k�J \ ` 1 �' 1 REFER TO DP-AIL FOR TERMINATIONS 1 - - COMMUNICATIONS DETAIL NOT TO SCALE i i Y' UNIT n�u Ivvn nam yr I DATA BOXES FOR ^V CASH COUNTER SALES AREA d 9U FACE'MO INE17 1 • DATA CUTLE19 ° 1 I° °1 o SURFACE NMINTED o SINGLE 1 .E 1RIGAL NL IM A1ED 6faG16D ZT 11 11 4' x x I MOOR BOX LLB — _ SUPPLY S/4' DIAM GO IDUIT IN FLOOR FOR ELECTRICAL. SUPPLY I -W4' DIAM CONDUIT IN FLOOR FOR TELECOM MICATION CASH SECTION (LOCATION OF OUTLETS) SCALE' I/2" • I' -0' FLUORESCENT 4' FLEX CONDUIT FOR CONVENIENCE DUPLEX OUTLETS _.- - MC FOR MOTION BOXES FROM CEILING i i lifaraL MG WIRING FLED COMING OUT PROM YOU TO BE 61-0' L. 0 VERTICAL FIXTURE CONVENIENCE DUPLEX OUTLET MOUNTED INSIDE WALL UNIT BASE. (SEE SECTION • JJNCIION BOX, INSIDE PLATFORM O JINC110N BOX, IN CEILING, NEAR DIFFUSER ONE 0) MOTION BOX ONLY. JUNCTION BOX TO BE LAID ON FLOOR, INSIDE OF SECTIONS PLATFORM PROVIDE OPENIN6 IN BASE FOR WIRE PA SSME (PROM MALL,) FROM JUNCTION 130X 11'4 CEILING, 2 .` FEEDS CONVENIENCE DUPLEX OUTLET, FEED FROM JNG110N BOX IN PLATFORM ('TYPICAL) -rd- - Itr r `- - - WIRES TO RUN DONN DOTE WALL °DETAIL, SECTIONS FEED SHOULD COME OUT FROM WALL AT +2' FROM PINNED FLOOR. FE® WILL POWER JNG110N BOX IN THE ARMOIRE L _ L_r STOCKROOM WALL J FROM MAIN PAAL. n 11 11 - � r O 1 'MORON BOX, • INSTALLED INSIDE OF ARMOIRES ASE, BEFORE PLATFORM 15 CLOSED i 7 71 —H1 L GASH OUTLET"' MOIMTED ON SIDE OF UNIT, INSIDE SCHEMATIC, WIRING FOR ARMOIRES / SECTIONS SCALE' N.T.S. SUPPLYV CONDUIT FOR T6.EPHC E FROM ABOVE 20 SUPPLY I-I/4' DIAM CONDUIT IN FLOOR FOR TELEGOMMINIGATION SUPPLY 5/4' DIM GONDUIT I GR reT= FOR ALARM INSTALLATION REFER TO SEPARATE DRAWING. ELECTRICAL CONTRACTOR TO PROVIDE ALL CONDUITS COMPLETE WITH PU.1. STRING. OUTLETS * CASH AND BACKBAR SCALE' I/2' = I'-O' R OVAEl E PLATFORM7 COVER GONVENIErcE DUPLEX OUTLET WALL UNIT SECTION ALDO GROUP - USA STORE CONFIGURATION FIRST APPOINTMENT MOND APPOINTMENT BACK STORE - TELECOM PANEL. (ON PLYWOOD NEAR ELECTRICAL PAFEU DRY DST. BACK STORE - W5 PLAYER STORE AREA - COUNTER DATA JACK TELEPHONE BASE STATION - -H ADDITIONAL JACK r` FOR ALDO OUTLET ONLY AT BACKBAR DATA JACK 4 LEGEND 2 -6 LINES AND JACKS TO EE INSTALLED BY THE LOCAL. 1ELEPHONE COMPANY 2 VIEEGS AFTER GONSTRUCTICN BEGINS CAT5 GABLE FOR PHONE AND DATA (ELECTRICIAN WILL PASS TIRE). SHADED JACKS TO BE INSTALLS BY TELECOM COMPANY 2-5 DAYS BEFORE HANDOVER PATCH CORDS FOR VOICE: AND DATA TO BE INSTALLED BY IBM TECHNICIAN (5 DATA PER INSTALLATION AND 2 EXTRA DATA PER PG). 5F6, FOR DS- MODEM AND ROUTER TO BE INSTALLED 2 MKS BEFORE HANDOVER MASTER RE6I5T15t REGISTER 1 2 AMPLIFIER SPK A 5PK B L FRONT STORE R L L. VOLUME rCORTROL R L R L' 00 BACKSTORE SPEAKER WIRING DIAGRAM - ALDO bt 1118 RESISTER 5 CiTYRWASIIA MAY 0 4 2012 PERMIT CENTER R: \ALDO \Ditch \2012.Projects \12. 3243. SouthcenterMall .Settle.WA \12.3243.E3.dwg ALDO DATE EMIS /ISSUED MAY 01, 2012 ALDO / SAJO / L.L., BID t PERMIT PRINT DATE 2012 -05 -01 NO.I DATE I REVISION THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ALDO GROUP AND ITS ASSOCIATED COMPANIES TO EXPLAIN THE LAYOUT AND SERVICES REQUIREMENTS FOR THE TRADE FIXTURES OR TO EXPLAIN COMPANY CONS1RUC11ON STANDARDS. ALL DIMENSIONS SHALL BE VERIFIED ON SITE. ALL ERRORS AND DISCREPANCIES SHALL BE REPORTED TO THE OWNER BEFORE PROCEEDING WITH THE WORK. NO DIMENSIONS SHOULD BE MEASURED ON 1HE DRAWING. DIMENSIONS AND AREAS ON THIS DRAWING ARE FOR INFORMATION ONLY d p c e don penn • consulting engineer 635 Westport Parkway Suite 300 Grapevine, Texas 76051 Phone: 817- 410 -2858 Fax: 817- 251 -8411 ALSO G R O U P E . 2300 EMILE- BELANGER, MONTREAL QUEBEC, CANADA, H4R 3J4 TEL.: (514) 747 -2536 FAX: 1514) 747 -6504 PROJET /PROJECT: ALDO SOUTHGENTER WESTF I ELD SEATTLE, WASH I NGTON TITRE /TITLE: ELECTRICAL DETAILS PROJET NO. /PROJECT NO. 2161 ECHELLE /SCALE: DESSINE /DRAWN: DA /JG VERIFIE /CHECKED: BH CONCEPT, ANNEE /YEAR: AAO6 PAGE: — EXISTING 4 -I /2 "o SPRINKLER MAIN AT I3' -8" AFF TO REMAIN — EXISTING 4 -I12 "o SPRINKLER MAIN AT I4-2" AFF TO REMAIN FIRE ALARM SYSTEM LEGEND PULL STATION AT 45" AFF' STROBE (AUDIONISUAL) STROBE DUCT SMOKE DETECTORS REFER TO MI FOR LOCATION 0 SMOKE DETECTOR CONNECT TO LANDLORD'S SUPERVISED FIRE ALARM SYSTEM. NOTE: ALL DEVICES SHALL BE COMPATIBLE WITH AND MAINTAIN THE UL LISTING OF EXISTING LANDLORD FA SYSTEM. G.C. SHALL FIELD VERIFY EXACT REQUIREMENTS FOR FIRE ALARM SYSTEM PRIOR TO BID. COORDINATE WITH LANDLORD AND LOCAL FIRE MARSHALL. SUPPLY AND INSTALL ALL NECESSARY EQUIPMENT. (AUDIONISUAL ALARMS, SMOKE DETECTORS, ETC.) AS REQUIRED. FIRE PROTECTION PLAN SCALE: 1 /4" = 1' -0" FIRE PROTECTION SYMBOLS LEGEND 0! EXISTING SEMI - RECESSED TYPE 0 R RELOCATED SEMI- RECESSED TYPE 0 N NEW SEMI - RECESSED TYPE OE EXISTING CONCEALED TYPE O R RELOCATED CONCEALED TYPE O N NEW CONGEALED TYPE SPRINKLER BRIGHT WHITE GENERAL NOTES I. ALL SPRINKLER AND ROOF MODIFICATIONS MUST BE PERFORMED BY THE LANDLORD CONTRACTOR AT THE TENANTS EXPENSE. 2. FINAL CONNECTION OF TENANT LIFE SAFETY SYSTEMS TO BUILDING SYSTEMS SHALL BE BY THE LANDLORD CONTRACTOR AT THE TENANTS EXPENSE. 3. ALL WORK NOT DETAILED ON THESE PLANS MUST CONFORM TO THE TENANT DESIGN HANDBOOK AND ALL OTHER LANDLORD REQUIREMENTS. 4. EXISTING SPRINKLER SYSTEM SHALL BE MODIFIED AS REQUIRED TO SERVE THE NEW LAYOUT SHOWN ON THE DRAWING. SPRINKLER CONTRACTOR SHALL NOTIFY THE MALL MANAGER 12 HOURS BEFORE SPRINKLER SHUTDOWN 15 REQUIRED AND SHALL PAY ALL MALL CHARGES FOR SPRINKLER SHUTDOWN. FIRE SPRINKLER SYSTEM DESIGN 1. FIRE SPRINKLER SYSTEM DESIGN FER N.F.PA.13. 2. THE ABOVE DESIGN REFERENCES ARE GIVEN TO ESTABLISH A BASIC FIRE SPRINKLER DESIGN, HOWEVER EACH INDIVIDUAL STORE LOCATION WILL BE GOVERNED BY LOCAL CODE REQUIREMENTS THAT MAY REQUIRE A LESS OF GREATER DENSITY. THE T.G.G. 15 RESPONSIBLE TO VERIFY THAT THE FIRE SPRINKLER CONTRACTOR HAS RECEIVED AND IS ADHERING TO THE DESIGN PARAMETERS AS SET FORTH BY LOCAL CODE. 3. AT THE TIME OF BIDDING THE T.G.C. SHALL PROVIDE THE DESIGN DENSITIES IN THEIR BID. 4. FIRE SPRINKLER TEST AND DRAIN TO BE LOCATED AT REAR OF BUILDING. 5. 5PRINKLER HEADS SHOULD ALIGN WITH THE LIGHTING AS SHOWN WHENEVER POSSIBLE. NOTES BY SYMBOL Ol EXISTING CONGEALED SPRINKLER HEAD. RAISE OR LOWER TO MATCH NEW CEILING HEIGHT AND PROVIDE NEW BRIGHT WHITE GAP PER ALDO'S REQUIREMENTS. bIl46 crtYRSFOILA MAY 0 4 2012 PERMIT CENTER R: \ALDO \_ Fitch\ 2012. Projects\ 12.3243.SouthcenterMail.Settle. WA \12.3243.F1.dwg ALDO DATE EMIS /ISSUED MAY 01, 2012 ALDO / 5AJO / L.L., BID 4 PERMIT PRINT DATE 2012-05-01 NO.I DATE I REVISION THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ALDO GROUP AND ITS ASSOCIATED COMPANIES TO EXPLAIN THE LAYOUT AND SERVICES REQUIREMENTS FOR THE TRADE FIXTURES OR TO EXPLAIN COMPANY CONSTRUCTION STANDARDS. ALL DIMENSIONS SHALL BE VERIFIED ON SITE ALL ERRORS AND DISCREPANCIES SHALL BE REPORTED TO THE OWNER BEFORE PROCEEDING WITH THE WORK. NO DIMENSIONS SHOULD BE MEASURED ON THE DRAWING. DIMENSIONS AND AREAS ON THIS DRAWING ARE FOR INFORMATION ONLY d p c e don penn • consulting engineer 635 Westport Parkway Suite 300 Grapevine, Texas 76051 Phone: 817 - 410 -2858 Fax: 817-251-8411 ALDO G R O U P E 2300 EMILE - BELANGER, MONTREAL QUEBEC, CANADA, H4R 3J4 TEL.: (514) 747 -2536 FAX: (514) 747 -6504 PROJET /PROJECT: ALDO SOUTHGENTER WESTF I ELD SEATTLE, INASHINGTON TITRE /TITLE: FIRE PROTECTION PLAN PROJET NO. /PROJECT NO. 2167 ECHELLE /SCALE: DESSINE /DRAWN: DA /JG VERIFIE /CHECKED: BH CONCEPT, ANNEE /YEAR: AAO6 PAGE: 1 -I GENERAL STRUCTURAL NOTES BUILDING CODE: Applies unless noted otherwise on drawings 2009 EDITION OF THE INTERNATIONAL BUILDING CODE. LOADS: LATERAL: SEISMIC: SEISMIC IMPORTANCE FACTOR = 1.0. SHORT PERIOD SPECTRAL ACCELERATION Ss = 1.429. ONE SECOND SPECTRAL ACCELERATION S1 = .489. SOIL SITE CLASS D. Sds = .953. Sd1 = .493. SEISMIC DESIGN CATEGORY D. RESPONSE MODIFICATION FACTOR (R) = 4 STRUCTURAL STEEL: GENERAL: ALL CONSTRUCTION PER LATEST AISC STEEL CONSTRUCTION MANUAL. ALL MISCELLANEOUS STEEL UNLESS NOTED OTHERWISE SHALL BE ASTM A36 (Fy = 36 KSI). EXPANSION ANCHORS: ALL EXPANSIVE ANCHORAGE FOR CONCRETE INSTALLATION ONLY SHALL BE PER HIL11 KWIK BOLT TZ EXPANSION ANCHOR (ICC ESR -1917, LARR# 25701) OR APPROVED EQUIVALENT. ALL ANCHORS SHALL BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS. COLD FORMED STRUCTURAL STEEL FRAMING: GENERAL: ALL COLD FORMED STEEL COMPONENTS SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. STEEL FOR COLD FORMED MEMBERS SHALL HAVE A MINIMUM YIELD STRENGTH OF 50 KSI. STEEL SHALL BE GALVANIZED AT LOCATIONS EXPOSED TO WEATHER AND WHEREVER NOTED. SCREWED COLD FORMED TO COLD FORMED CONNECTIONS SHALL BE HEX HEAD HILT! "KWIK —PRO" SELF — DRILLING TAPPING SCREWS PER ICC ESR -2196 (LARR # 25678), OR ICC APPROVED EQUIVALENT. SCREW SIZE SHALL BE #10 X 3/4" MINIMUM AND MUST PROTRUDE THROUGH AND BEYOND THE CONNECTED STEEL MEMBERS A MINIMUM OF THREE FULL THREADS. SCREWS SHALL BE INSTALLED WITH A MINIMUM EDGE AND END DISTANCE OF THREE SCREW DIAMETERS. GENERAL NOTES: VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS AND FIELD CONDITIONS. THE STRUCTURAL CONSTRUCTION DOCUMENTS REPRESENT THE FINISHED STRUCTURE. EXCEPT WHERE NOTED, THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. THE STRUCTURAL ENGINEER OF RECORD SHALL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S MEANS, METHODS, TECHNIQUES, SEQUENCES FOR PROCEDURE OF CONSTRUCTION, OR THE SAFETY PRECAUTIONS AND THE PROGRAMS INCIDENT THERETO (NOR SHALL OBSERVATION VISITS TO THE SITE INCLUDE INSPECTION OF THESE ITEMS). WHERE REFERENCE IS MADE TO VARIOUS TEST STANDARDS FOR MATERIALS, SUCH STANDARDS SHALL BE THE LATEST EDITION AND /OR ADDENDA. ANY ENGINEERING DESIGN, PROVIDED BY OTHERS AND SUBMITTED FOR REVIEW, SHALL BEAR THE SEAL OF A REGISTERED ENGINEER RECOGNIZED BY THE BUILDING CODE JURISDICTION OF THIS PROJECT. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL STRUCTURAL NOTES AND TYPICAL DETAILS. WHERE NO DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE PROJECT, AND /OR AS PROVIDED FOR IN THE CONTRACT DOCUMENTS. WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL STRUCTURAL NOTES AND SPECIFICATIONS, THE GREATER REQUIREMENTS SHALL GOVERN. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS PRIOR TO START OF CONSTRUCTION. RESOLVE ANY DISCREPANCY WITH THE ARCHITECT. ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR ARCHITECTURAL, CIVIL, MECHANICAL, PLUMBING AND ELECTRICAL ITEMS WITH THE APPROPRIATE TRADE DRAWINGS AND SUBCONTRACTORS PRIOR TO CONSTRUCTION. TYPICAL DETAILS MAY NOT NECESSARILY BE CUT ON PLANS, BUT APPLY UNLESS NOTED OTHERWISE. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED CONSTRUCTION. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. - OPTIONS ARE FOR CONTRACTOR'S CONVENIENCE. IF AN OPTION IS CHOSEN, CONTRACTOR SHALL BE RESPONSIBLE FOR ALL NECESSARY CHANGES, APPROVALS AND THE COORDINATION OF THE WORK WITH ALL RELATED TRADES AND SUPPLIERS. SPECIAL INSPECTION - STRUCTURAL ONLY: SPECIAL INSPECTION IS TO BE PROVIDED FOR THE ITEMS LISTED BELOW IN ADDITION TO THE INSPECTIONS CONDUCTED BY THE BUILDING JURISDICTION. "SPECIAL STRUCTURAL INSPECTION" SHALL NOT RELIEVE THE OWNER OR THEIR AGENT FROM REQUESTING THE BUILDING JURISDICTION INSPECTIONS REQUIRED BY SECTION 109 OF THE INTERNATIONAL BUILDING CODE. SPECIAL INSPECTION IS REQUIRED PER CHAPTER 17 FOR THE FOLLOWING: CONCRETE CONSTRUCTION: 1. EXPANSION, EPDXY, ADHESIVE, AND SCREW ANCHORS: DURING THE PLACEMENT OF ALL ANCHORS SHOWN ON STRUCTURAL DRAWINGS. ADDITIONAL INSPECTIONS REQUIRED FOR REPAIR DETAILS SHALL BE PERFORMED AT THE CONTRACTOR'S EXPENSE. A. INSPECTION OF HOLE DIAMETER AND DEPTH. B. INSPECTION OF HOLE CLEANING WITH WIRE BRUSH AND COMPRESSED AIR. C. INSPECTION OF ANCHOR INSTALLATION USING SPECIFIED PRODUCT AND MANUFACTURER'S RECOMMENDED INSTALLATION PROCEDURES. DUTIES AND RESPONSIBILITIES OF THE SPECIAL INSPECTOR: A. THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK ASSIGNED TO BE CERTAIN IT CONFORMS TO THE APPROVED DESIGN DRAWINGS AND SPECIFICATION. B. THE SPECIAL INSPECTOR IS NOT AUTHORIZED TO APPROVE DEVIATIONS FROM THE DESIGN DRAWINGS OR SPECIFICATIONS, AND ALL DEVIATIONS MUST BE APPROVED BY THE STRUCTURAL ENGINEER OF RECORD PRIOR TO PROCEEDING WITH THE WORK. ALL REQUESTS FOR DEVIA1ONS SHALL BE INITIATED BY THE CONTRACTOR VIA WRITTEN REQUEST FOR INFORMATION (RFI). C. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL, AND TO THE ENGINEER OR ARCHITECT OF RECORD. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION, THEN, IF UNCORRECTED, TO THE DESIGN AUTHORITY AND THE BUILDING OFFICIAL. D. CONTRACTOR SHALL PROVIDE THE SPECIAL INSPECTOR ACCESS TO ALL ITEMS REQUIRING SPECIAL INSPECTION. ACCESS SHALL BE PROVIDED BY IN —PLACE LADDERS, SCAFFOLDS, LIFTS AND /OR OTHER EQUIPMENT OPERATED BY THE CONTRACTOR'S PERSONNEL AS REQUIRED FOR SAFE OBSERVATION. INSPECTOR IS NOT RESPONSIBLE OR AUTHORIZED TO OPERATE CONTRACTOR'S EQUIPMENT. E. UPON COMPLETION OF THE ASSIGNED WORK THE ENGINEER OR ARCHITECT SHALL COMPLETE AND SIGN THE APPROPRIATE FORMS CERTIFYING THAT TO THE BEST OF THEIR KNOWLEDGE THE WORK IS IN CONFORMANCE WITH NE APPROVED PLANS AND SPECIFICATIONS, AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE CODE. N (1) (2) (3) a to FRONT AND BACK ELEVATIONS �x�•••••\ -- > <_ - -' - % -x,... MIDDLE ELEVATION x N zN !;w U W 0= m NOTES: 1. COLUMN PER DETAIL 07. 2. SHELF. 3. CARRIAGE FRAME PER DETAIL 01. NOTES: 1. COLUMN PER DETAIL 07. 2. BRAG: PER DETAIL 10 TYP. 3. SHELF. 4. CARRIAGE FRAME PER DETAIL 01. (1) a CO N (3) (4) 36" or 48" PLAN VIEW - MULTIPLE RACKS (2) (2) (2) I SHEET DESCRIPTION - -- S1 G.S.N. & MOBILE SHELF PLANS 01 -11 S2 /-(4) 7(4) S3 STATIONARY SHELVES G.S.N. PLANS & DETAILS FOR ADDITIONAL INFORMATION SHOWN BUT NOT NOTED, SEE GENERAL STRUCTURAL NOTES ON SHEET S1.1 AND TYPICAL DETAIL SHEETS. 1HESE DRAWINGS /CALCULATIONS ARE CONSTRUCTION OR RECORDING UNLESS CONSIDERED PRELIMINARY —NOT FOR THE STRUCTURAL ENGINEER OF SIGNATURE. RECORD'S SEAL IS AFFIXED >al. WRITTEN PROJECT NUMBER 12 -385 PROJECT MANAGER RAD PROJECT ENGINEER RAD PROJECT DRAFTER MJN CARUSO . TURLEY• SCOTT. INC consulting structural engineers 1215 West Rio Salado Parkway, Suite 200 Tempe, Arizona 85281 (480) 774 -1700 (774 -1701 FAX) www.ctsaz.com /-(4) /-(4) 7 SIDE ELEVATION 14 e NOTES: 1. COLUMNS PER DETAIL 07. 2. BEAM PER DETAIL 09 CONNECTION PER DETAIL 08 TYP. 3. TRACK PER DETAIL 02, 03, AND 04. 4. SHELF. (1) (2) (3) NOTES: 1. CROSS BRACE PER DETAIL 10. 2. COLUMNS PER DETAIL 07 TYP. 3. BEAM TYP SEE DETAIL 09. 4. SHELF. NOTE: POST PLAQUE PER DETAIL 11. artYRSMAMa MAY 0 4 2012 PERMIT CENTER LOCATION OF DETAILS DETAILS SHEET DESCRIPTION - -- S1 G.S.N. & MOBILE SHELF PLANS 01 -11 S2 MOBILE SHELF DETAILS 01 -06 S3 STATIONARY SHELVES G.S.N. PLANS & DETAILS FOR ADDITIONAL INFORMATION SHOWN BUT NOT NOTED, SEE GENERAL STRUCTURAL NOTES ON SHEET S1.1 AND TYPICAL DETAIL SHEETS. 1HESE DRAWINGS /CALCULATIONS ARE CONSTRUCTION OR RECORDING UNLESS CONSIDERED PRELIMINARY —NOT FOR THE STRUCTURAL ENGINEER OF SIGNATURE. RECORD'S SEAL IS AFFIXED >al. WRITTEN PROJECT NUMBER 12 -385 PROJECT MANAGER RAD PROJECT ENGINEER RAD PROJECT DRAFTER MJN CARUSO . TURLEY• SCOTT. INC consulting structural engineers 1215 West Rio Salado Parkway, Suite 200 Tempe, Arizona 85281 (480) 774 -1700 (774 -1701 FAX) www.ctsaz.com Poi DATE EMIS /ISSUED MAY OI, 2012 ALDO / SAJO / LL., BID 4 PERMIT PRINT DATE: 2Q2O5=OI NO. DATE REVISION THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ALDO GROUP AND ITS ASSOCIATED COMPANIES TO EXPLAIN THE LAYOUT AND SERVICES REQUIREMENTS FOR THE TRADE FIXTURES OR TO EXPLAIN COMPANY CONSTRUCTION STANDARDS. ALL DIMENSIONS SHALL BE VERIFIED ON SITE. ALL ERRORS AND DISCREPANCIES SHALL BE REPORTED TO THE OWNER BEFORE PROCEEDING WITH THE WORK. NO DIMENSIONS SHOULD BE MEASURED ON THE DRAWING. DIMENSIONS AND AREAS ON THIS DRAWING ARE FOR INFORMATION ONLY 1 v ALDO OR O U P E 2300 EMILE- BELANGER, MONTREAL QUEBEC, CANADA, H4R 3J4 TEL.: 1514) 747 -2536 FAX: 1514) 747 -6504 ALDO SOUTHGENTER MALL SEATTLE, WA TITRE /TITLE: MOBILE SHELVES PROJET NO. /PROJECT NO. 2167 DESSINE /DRAWN: MJN ECHELLE /SCALE: AS NOTED CONCEPT, ANNEE /YEAR: AAO6 VERIFIE /CHECKED: RAD PAGE: 51 a.- 0.11 rs?zc.,z14sc. enen a,:a711Mumain Vale ;mrwtia n• ir:c: of nxx::sam®..r- (3) -• CV • 1 J (1) -O BEAM 9/32" BRACE ELEVATION NOTES: 1. COLUMN. 2. 2 -1/4" DIA RIMTS. 3. BEAM. 11 -659 NO SCALE NOTES: 1. .0311- .034" THICK BEAM - TYP. 11 -659 NO SCALE NOTES: 1. COLUMN. 2. #10 SCREW EACH CORNER - TYP. 3. 3/4" x 14 GA STRAP. (1) 4. SET RIVET. (2) NOTICE MAXIMUM LOADS SECTION SHELF 300 LB. 50 LB. - •b•••••• Ddt 00 NOT Ui FOR A IMP HNO -HOLD OR MORN NICER TO NROY.Y INSMUcnON6 FOR PROM RUTH Lp1ON PLAQUE (1) 11 -659 NO SCALE NOTES: 1. PLAQUE TO BE NOT LESS THAN 50 SQUARE INCHES IN SIZE. POST IN ONE OR MORE CONSPICUOUS LOCATIONS. 11 -659 NO SCALE (1) (2) 3 3/8" STANDARD TRACK DETAIL NOTES: 1. C -1095 BLUE TEMPERED SPRING STEEL 2. 6061 -T6 ALUMINUM. NOTE: SEE DETAIL 06 FOR ANCHORAGE. 11 -659 NO SCALE ANTI TIP ASSEMBLY (2 PER) (3) (4) 11 -659 NO SCALE NOTES: 1. 2 -3/8" DIA. x 2" EMBED HILTI KINK BOLT TZ EXPANSION ANCHORS. SPACE AT 12" 0.C. TYP ALL TRACKS (LARR 125701). 2. WHEEL IS A PERMANENTLY SEALED, SINGLE ROW, RADIAL BALL BEARING. 3. CORNERS ARE 14GA. WITH A 1 1/2" UP ABOVE THE CARRIAGE SURFACE. NO1E SEE DETAIL 06 FOR ANCHORAGE. BACK TO BACK COLUMN 11 -659 NO SCALE NOTES: 1. POPPED OUT UP FOR SHELF SUPPORT. 2. 18 GA POST. 3. BACK TO BACK COLUMN AS OCCURS. 4. 3 -#10 SCREWS AT BACK TO BACK COLUMNS - EQUAL SPACE. (2) (1) pia - i48 11 -659 NO SCALE CARRIAGE FRAME IS MADE OF 14 GAGE GALVANIZED STEEL - TYP. CARRIAGE BASE 11 -659 NO SCALE NOTES: 1. C -1095 BLUE TEMPERED SPRING STEEL 2. 6061 -T6 ALUMINUM. (1) IV' 4, 4671W1 (2) 4 3/8" NOTE: SEE DETAIL 06 FOR ANCHORAGE. CHAIN TRACK DETAIL (1 ) 11 -659 NO SCALE NOTES: (2) 4 3/8" ANTI -11P TRACK DETAIL 1. C -1095 BLUE TEMPERED SPRING STEEL 2. 6061 -T6 ALUMINUM. a NOTE SEE DETAIL 06 FOR ANCHORAGE. 11 -659 NO SCALE 4eoW �r� MAY 0 4 2012 PERMIT CENTER FOR ADDITIONAL INFORMATION SHOWN BUT NOT NOTED, SEE GENERAL STRUCTURAL NOTES ON SHEET S1.1 AND TYPICAL DETAIL SHEETS. THESE DRAWINGS /CALCULATIONS ARE CONSTRUCTION OR RECORDING UNLESS CONSIDERED PRELIMINARY —NOT FOR THE STRUCTURAL ENGINEER OF SIGNATURE. RECORD'S SEAL IS AFFIXED yLIIH. WRITTEN PROJECT NUMBER 12 -385 PROJECT MANAGER RAD PROJECT ENGINEER RAD PROJECT DRAFTER MJN CARUSO • TURLEY. SCOTT • INC consulting structural engineers 1215 West Rio Salado Parkway, Suite 200 Tempe, Arizona 85281 (480) 774 -1700 (774 -1701 FAX) www.ctsaz.com Etil ...Xi"; DATE EMIS /ISSUED MAY 01, 2012 ALDO / SAJO / LL., BID 4 PERMIT PRINT DATE: 2O25OI NO. DATE REVISION THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ALDO GROUP AND ITS ASSOCIATED COMPANIES TO EXPLAIN THE LAYOUT AND SERVICES REQUIREMENTS FOR THE TRADE FIXTURES OR TO EXPLAIN COMPANY CONSTRUCTION STANDARDS. ALL DIMENSIONS SHALL BE VERIFIED ON SITE. ALL ERRORS AND DISCREPANCIES SHALL BE REPORTED TO THE OWNER BEFORE PROCEEDING WITH THE WORK. NO DIMENSIONS SHOULD BE MEASURED ON THE DRAWING. DIMENSIONS AND AREAS ON THIS DRAWING ARE FOR INFORMATION ONLY ALDO G R O U P E 2300 EMILE - BELANGER, MONTREAL QUEBEC, CANADA, H4R 3J4 TEL: 15141 747 -2536 FAX: (514) 747 -6504 ALDO SOUTHGENTER MALL SEATTLE, WA TITRE /TITLE: MOBILE SHELF DETAILS PROJET NO. /PROJECT NO. 2167 DESSINE /DRAWN: MJN ECHELLE /SCALE: A5 NOTED CONCEPT, ANNEE/YEAR: AA06 VERIFIE /CHECKED: RAD PAGE: 52 GENERAL STRUCTURAL NOTES BUILDING CODE: Applies unless noted otherwise on drawings 2009 EDITION OF THE INTERNATIONAL BUILDING CODE. LOADS: LATERAL SEISMIC: SEISMIC IMPORTANCE FACTOR = 1.0. SHORT PERIOD SPECTRAL ACCELERATION Ss = 1.429. ONE SECOND SPECTRAL ACCELERATION S1 = .489. SOIL SITE CLASS D. Sds = .953. Sd1 - .493. SEISMIC DESIGN CATEGORY D. RESPONSE MODIFICATION FACTOR (R) .• 4. STRUCTURAL STEEL: GENERAL ALL CONSTRUCTION PER LATEST AISC STEEL CONSTRUCTION MANUAL ALL MISCELLANEOUS STEEL UNLESS NOTED OTHERWISE SHALL BE ASTM A36 (Fy = 36 KSI). EXPANSION ANCHORS: ALL EXPANSIVE ANCHORAGE FOR CONCRETE INSTALLATION ONLY SHALL BE PER HILTI KINK BOLT TZ EXPANSION ANCHOR (ICC ESR -1917, LARR# 25701) OR APPROVED EQUIVALENT. ALL ANCHORS SHALL BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS. COLD FORMED STRUCTURAL STEEL FRAMING: GENERAL ALL COLD FORMED STEEL COMPONENTS SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. STEEL FOR COLD FORMED MEMBERS SHALL HAVE A MINIMUM YIELD STRENGTH OF 50 KSI. STEEL SHALL BE GALVANIZED AT LOCATIONS EXPOSED TO WEATHER AND WHEREVER NOTED. SCREWED COLD FORMED TO COLD FORMED CONNECTIONS SHALL BE HEX HEAD HILT1 'KWIK -PRO' SELF - DRILUNG TAPPING SCREWS PER ICC ESR -2196 (LARR # 25678), OR ICC APPROVED EQUIVALENT. SCREW SIZE SHALL BE #10 X 3/4" MINIMUM AND MUST PROTRUDE THROUGH AND BEYOND THE CONNECTED STEEL MEMBERS A MINIMUM OF THREE FULL THREADS. SCREWS SHALL BE INSTALLED WITH A MINIMUM EDGE AND END DISTANCE OF THREE SCREW DIAMETERS. GENERAL NOTES: VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS AND FIELD CONDITIONS. THE STRUCTURAL CONSTRUCTION DOCUMENTS REPRESENT THE FINISHED STRUCTURE. EXCEPT WHERE NOTED, THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. THE STRUCTURAL ENGINEER OF RECORD SHALL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S MEANS, METHODS, TECHNIQUES, SEQUENCES FOR PROCEDURE OF CONSTRUCTION, OR THE SAFETY PRECAUTIONS AND THE PROGRAMS INCIDENT THERETO (NOR SHALL OBSERVATION VISITS TO THE SITE INCLUDE INSPECTION OF THESE ITEMS). WHERE REFERENCE IS MADE TO VARIOUS TEST STANDARDS FOR MATERIALS, SUCH STANDARDS SHALL BE THE LATEST EDITION AND /OR ADDENDA. ANY ENGINEERING DESIGN, PROVIDED BY OTHERS AND SUBMITTED FOR REVIEW, SHALL BEAR THE SEAL OF A REGISTERED ENGINEER RECOGNIZED BY THE BUILDING CODE JURISDICTION OF THIS PROJECT. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL STRUCTURAL NOTES AND TYPICAL DETAILS. WHERE NO DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE PROJECT, AND /OR AS PROVIDED FOR IN THE CONTRACT DOCUMENTS. WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL STRUCTURAL NOTES AND SPECIFICATIONS, THE GREATER REQUIREMENTS SHALL GOVERN. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS PRIOR TO START OF CONSTRUCTION. RESOLVE ANY DISCREPANCY WITH THE ARCHITECT. ESTABUSH AND VERIFY ALL OPENINGS AND INSERTS FOR ARCHITECTURAL CIVIL, MECHANICAL, PLUMBING AND ELECTRICAL ITEMS WITH THE APPROPRIATE TRADE DRAWINGS AND SUBCONTRACTORS PRIOR TO CONSTRUCTION. TYPICAL DETAILS MAY NOT NECESSARILY BE CUT ON PLANS, BUT APPLY UNLESS NOTED OTHERWISE. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED CONSTRUCTION. LOAD SHALL NOT EXCEED THE DESIGN UVE LOAD PER SQUARE FOOT. OPTIONS ARE FOR CONTRACTOR'S CONVENIENCE. IF AN OPTION IS CHOSEN, CONTRACTOR SHALL BE RESPONSIBLE FOR ALL NECESSARY CHANGES, APPROVALS AND THE COORDINATION OF THE WORK WITH ALL RELATED TRADES AND SUPPLERS. SPECIAL INSPECTION - STRUCTURAL ONLY: SPECIAL INSPECTION IS TO BE PROVIDED FOR THE ITEMS USTED BELOW IN ADDITION TO THE INSPECTIONS CONDUCTED BY THE BUILDING JURISDICTION. "SPECIAL STRUCTURAL INSPECTION" SHALL NOT REUEVE THE OWNER OR THEIR AGENT FROM REQUESTING THE BUILDING JURISDICTION INSPECTIONS REQUIRED BY SECTION 109 OF THE INTERNATIONAL BUILDING CODE. SPECIAL INSPECTION IS REQUIRED PER CHAPTER 17 FOR THE FOLLOWING: CONCRETE CONSTRUCTION: 1. EXPANSION, EPDXY, ADHESIVE, AND SCREW ANCHORS: DURING THE PLACEMENT OF ALL ANCHORS SHOWN ON STRUCTURAL DRAWINGS. ADDITIONAL INSPECTIONS REQUIRED FOR REPAIR DETAILS SHALL BE PERFORMED AT THE CONTRACTOR'S EXPENSE. A. INSPECTION OF HOLE DIAMETER AND DEPTH. B. INSPECTION OF HOLE CLEANING WITH WIRE BRUSH AND COMPRESSED AIR. C. INSPECTION OF ANCHOR INSTALLATION USING SPECIFIED PRODUCT AND MANUFACTURER'S RECOMMENDED INSTALLATION PROCEDURES. DUTIES AND RESPONSIBIUTIES OF THE SPECIAL INSPECTOR: A. THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK ASSIGNED TO BE CERTAIN IT CONFORMS TO THE APPROVED DESIGN DRAWINGS AND SPECIFICATION. B. THE SPECIAL INSPECTOR IS NOT AUTHORIZED TO APPROVE DEVIATIONS FROM THE DESIGN DRAWINGS OR SPECIFICATIONS, AND ALL DEVIATIONS MUST BE APPROVED BY THE STRUCTURAL ENGINEER OF RECORD PRIOR TO PROCEEDING WITH THE WORK. ALL REQUESTS FOR DEVIATIONS SHALL BE INITIATED BY THE CONTRACTOR VIA WRITTEN REQUEST FOR INFORMATION (RF1). C. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL, AND TO THE ENGINEER OR ARCHITECT OF RECORD. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION, THEN, IF UNCORRECTED, TO THE DESIGN AUTHORITY AND THE BUILDING OFFICIAL D. CONTRACTOR SHALL PROVIDE THE SPECIAL INSPECTOR ACCESS TO ALL ITEMS REQUIRING SPECIAL INSPECTION. ACCESS SHALL BE PROVIDED BY IN -PLACE LADDERS, SCAFFOLDS, UFTS AND /OR OTHER EQUIPMENT OPERATED BY THE CONTRACTOR'S PERSONNEL AS REQUIRED FOR SAFE OBSERVATION. INSPECTOR IS NOT RESPONSIBLE OR AUTHORIZED TO OPERATE CONTRACTOR'S EQUIPMENT. E. UPON COMPLETION OF THE ASSIGNED WORK THE ENGINEER OR ARCHITECT SHALL COMPLETE AND SIGN THE APPROPRIATE FORMS CERTIFYING THAT TO THE BEST OF THEIR KNOWLEDGE THE WORK IS IN CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS, AND THE APPUCABLE WORKMANSHIP PROVISIONS OF THE CODE. 0 (4) BRACE ELEVATION NOTES: 1. COLUMN. 2. 410 SCREW EACH CORNER - TYP. 3. 3/4' x 14 GA STRAP. (1) 4. SET RIVET. (2) NOTICE MAXIMUM LOADS SECTION SHELF 300 LB. 50 LB. miwEw 140010/EMOD DWI DO NOT USE FOR A MEP HMO-HOLD OR LADDER IQP- 10 AREDRLY EAIRIOgI! FOR PROPER EgfALLA1ION PLAQUE (1) 11 -659 NO SCALE NOTES: 1. PLAQUE TO BE NOT LESS THAN 50 SQUARE INCHES IN SIZE. POST IN ONE OR MORE CONSPICUOUS LOCATIONS. (1) (2) 11 11 11 (4) (2) (3) (5) WALL CONNECTION (3) (4) (2) 11 -659 NO SCALE NOTES: 1. COLUMN WITH 2 - 1/4" DIA. SELF - TAPPING SCREWS. 2. 2X4 CONTINUOUS. 3. STEEL STUD WALL. 4. 2 - 1/4" DIA. SELF- TAPPING SCREWS AT EVERY STUD (16" O.C.) 5. SHELVING POST. STUD HEIGHT STUD SIZE 0' - 15' -0" 362S162-33 AT 16" O.C. 0' - 17' -0" 362S162 -43 AT 16" O.C. 0' - 19' -0" 600S162 -33 AT 16" O.C. 0' - 27' -0" 600S162 -43 AT 16" O.C. REQUIRED STUD SIZES FOR SHELF SUPPORT. FIELD VERIFY AU. STUD SIZES. 11 -659 NO SCALE ;s,:,i .:.M.,. ; (4) (4) NOTES: 1. COLUMN. 2. 16 GA BENT PLATE. 3. #10 SCREW TO COLUMN. 4. 2 -3/8" DIA x 2' EMBED HILTI KWIK BOLT TZ EXPANSION ANCHORS (LARK #25701). (3) 11 -659 NO SCALE NOTES: 1. POPPED OUT UP FOR SHELF SUPPORT. 2. 18 GA POST. a N 1 • ti J BEAM TO POST 11 -659 NO SCALE NOTES: 1. COLUMN. 2. 2 -1/4' DIA RIVITS. 3. BEAM. 9/32" a LO BEAM 11 -659 NO SCALE NOTES: 1. .03 "- .034" THICK BEAM - TYP. 11 -659 NO SCALE a c (2) WIUMBE211111=117M. .. .:I, .,,.,. A .. ',.._...mss ,.. SIDE ELEVATION (1) (2) (2) 7(3) FRONT ELEVATION NOTES: 1. COLUMNS PER DETAIL 02. 2. BEAM PER DETAIL 04 CONNECTION PER DETAIL 03 TYP. 3. BASE CONNECTION PER DETAIL 01. 4. SHELF. NOTES: 1. COLUMN PER DETAIL 02. 2. SHELF 3. 6' MAX TO BOTTOM OF BRACE: 4. BASE CONNECTION PER DETAIL 01. PLAN VIEW - STATIONARY RACKS N Q M REAR ELEVATION (1) (2) (5) (4) NOTES: 1. BEAM PER DETAIL 04. 2. COLUMN PER DETAIL 02. 3. CROSS BRACE PER DETAIL 05. 4. SHELF. NOTES: 1. COLUMN PER DETAIL 02. 2. SHELF. 3. 6' MAX TO BOTTOM OF BRACE 4. BASE CONNECTION PER DETAIL 01. 5. CROSS BRACE PER DETAIL 05. cm( ifgasitA MAY ON2012 PERMIT CENTER FOR ADDITIONAL INFORMATION SHOWN BUT NOT NOTED, SEE GENERAL STRUCTURAL NOTES ON SHEET S1.1 AND TYPICAL DETAIL SHEETS. THESE DRAWINGS /CALCULATIONS ARE CONSTRUCTION OR RECORDING UNLESS CONSIDERED PRELIMINARY -NOT FOR THE STRUCTURAL ENGINEER OF SIGNATURE. RECORD'S SEAL IS AFFIXED yam WRITTEN PROJECT NUMBER 12 -385 PROJECT MANAGER RAD PROJECT ENGINEER RAD PROJECT DRAFTER MJN 10 CARUSO • TURLEY• SCOTT. INC consulting structural engineers 1215 West Rio Salado Parkway, Suite 200 Tempe, Arizona 85281 (480) 774 -1700 (774 -1701 FAX) www.ctsaz.com /-(4) . L - WIUMBE211111=117M. .. .:I, .,,.,. A .. ',.._...mss ,.. SIDE ELEVATION (1) (2) (2) 7(3) FRONT ELEVATION NOTES: 1. COLUMNS PER DETAIL 02. 2. BEAM PER DETAIL 04 CONNECTION PER DETAIL 03 TYP. 3. BASE CONNECTION PER DETAIL 01. 4. SHELF. NOTES: 1. COLUMN PER DETAIL 02. 2. SHELF 3. 6' MAX TO BOTTOM OF BRACE: 4. BASE CONNECTION PER DETAIL 01. PLAN VIEW - STATIONARY RACKS N Q M REAR ELEVATION (1) (2) (5) (4) NOTES: 1. BEAM PER DETAIL 04. 2. COLUMN PER DETAIL 02. 3. CROSS BRACE PER DETAIL 05. 4. SHELF. NOTES: 1. COLUMN PER DETAIL 02. 2. SHELF. 3. 6' MAX TO BOTTOM OF BRACE 4. BASE CONNECTION PER DETAIL 01. 5. CROSS BRACE PER DETAIL 05. cm( ifgasitA MAY ON2012 PERMIT CENTER FOR ADDITIONAL INFORMATION SHOWN BUT NOT NOTED, SEE GENERAL STRUCTURAL NOTES ON SHEET S1.1 AND TYPICAL DETAIL SHEETS. THESE DRAWINGS /CALCULATIONS ARE CONSTRUCTION OR RECORDING UNLESS CONSIDERED PRELIMINARY -NOT FOR THE STRUCTURAL ENGINEER OF SIGNATURE. RECORD'S SEAL IS AFFIXED yam WRITTEN PROJECT NUMBER 12 -385 PROJECT MANAGER RAD PROJECT ENGINEER RAD PROJECT DRAFTER MJN 10 CARUSO • TURLEY• SCOTT. INC consulting structural engineers 1215 West Rio Salado Parkway, Suite 200 Tempe, Arizona 85281 (480) 774 -1700 (774 -1701 FAX) www.ctsaz.com DATE EMIS /ISSUED MAY 01, 2012 ALDO / SA.1O / LL., BID 4 PERMIT PRINT DATE: 2O2=O5OI NO. DATE REVISION THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ALDO GROUP AND ITS ASSOCIATED COMPANIES TO EXPLAIN THE LAYOUT AND SERVICES REQUIREMENTS FOR THE TRADE FIXTURES OR TO EXPLAIN COMPANY CONSTRUCTION STANDARDS. ALL DIMENSIONS SHALL BE VERIFIED ON SITE. ALL ERRORS AND DISCREPANCIES SHALL BE REPORTED TO THE OWNER BEFORE PROCEEDING WITH THE WORK. NO DIMENSIONS SHOULD BE MEASURED ON THE DRAWING. DIMENSIONS AND AREAS ON THIS DRAWING ARE FOR INFORMATION ONLY ALDO G R O U P E 2300 EMILE - BELANGER, MONTREAL QUEBEC, CANADA, H4R 3J4 TEL.: (514) 747 -2536 FAX: (514) 747 -6504 ALDO SOUTHGENTER MALL SEATTLE, HA TITRE /TITLE: STATIONARY SHELVES PROJET NO. /PROJECT NO. 2167 DESSINE /DRAWN: MJN ECHELLE /SCALE: AS NOTED CONCEPT, ANNEE /YEAR: AA©6 VERIFIE /CHECKED: RAD PAGE: 53