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Permit D07-436 - WESTFIELD SOUTHCENTER MALL - JC PENNEY - MALL ENTRANCE
J C PENNEY 1249 SOUTHCENTER MALL D07 -436 Parcel No.: Address: Suite No: Tenant: Name: Address: Owner: Name: Address: Phone: 2623049085 1200 SOUTHCENTER MALL TUKW J C PENNEY 1200 SOUTHCENTER MALL , TUKWILA WA WEA SOUTHCENTER LLC 11601 WILSHIRE BLVD , LOS ANGELES CA 90025 Contact Person: Name: MARK DIAZ Address: 2325 N AKARD ST , DALLAS TX 75201 Phone: 214 - 446 -0950 X 4405 Contractor: Name: BAYLEY CONSTRUCTION A GEN. PTNSHP Address: PO BOX 9004 , MERCER ISLAND, WA 98040 -9004 Phone: 206- 621 -8884 Contractor License No: BAYLECG034JC DESCRIPTION OF WORK: EXISTING TENANT CONSTRUCTING NEW MALL ENTRANCE TO LANDLORD EXPANSION CONSTRUCTION. NEW ENTRANCE OPENING WILL REQUIRE MINOR STRUCTURAL, MECHANICAL ADJUSTMENT AND ELECTRICAL RELOCATION. Value of Construction: $800,000.00 Type of Fire Protection: SPRINKLERS Type of Construction: City ..A* Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us DEVELOPMENT PERMIT * *continued on next page ** Permit Number: Issue Date: Permit Expires On: Expiration Date: 12/31/2009 Fees Collected: International Building Code Edition: Occupancy per IBC: D07 -436 02/06/2008 08/04/2008 $9,533.22 2006 0019 doc: IBC-10/06 D07 -436 Printed: 02 -06 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: N Permit Center Authorized Signature: City o,,..iTukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us N N (JAR-6a I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of wor . am authorized to sign and obtain this development permit. Signature: Print Name: 1 >.4R ( ..r�✓ i flr4lz Ko.�/E� � Permit Number: D07 -436 Issue Date: 02/06/2008 Permit Expires On: 08/04/2008 Number: 0 Size (Inches): 0 Start Time: End Time: Volumes: Cut 0 c.y. Fill 0 c.y. Start Time: End Time: Private: Public: Profit: N Non - Profit: N Private: Public: Date: c LO OS Date: /t 'O/ This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: IBC -10/06 007 -436 Printed: 02 -06 -2008 Parcel No.: 2623049085 Address: 1200 SOUTHCENTER MALL TUKW Suite No: Tenant: J C PENNEY 1: ***BUILDING DEPARTMENT CONDITIONS * ** City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us PERMIT CONDITIONS Permit Number: D07 -436 Status: ISSUED Applied Date: 11/27/2007 Issue Date: 02/06/2008 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: The special inspections and verifications for concrete construction shall be required. 6: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 7: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 8: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 9: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 10: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the building structure. 11: 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. 12: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 13: 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. 14: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. doc: Cond -10/06 D07 -436 Printed: 02 -06 -2008 17: ** *FIRE DEPARTMENT CONDITIONS * ** City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 15: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206 - 431- 3670). 16: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 18: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 19: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinkler heads. (IFC 901.4) 20: 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) 21: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and/or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050) 22: 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) 23: 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) 24: 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) 25: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 26: Gates serving the means of egress system shall comply with the requirements of the International Fire Code. Gates used as a component in a means of egress shall conform to the applicable requirements for doors. (IFC 1008.2) 27: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 28: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I ", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.5.1) doc: Cond -10/06 D07 -436 Printed: 02 -06 -2008 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwila.wa.us 29: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 30: Means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means of egress is occupied. The means of egress illumination level shall not be less than 1 foot -candle (11 lux) at the floor level. The power supply for the means of egress illumination shall normally be provided by the premise's electrical supply. In event of a power failure an emergency power system shall provide power for a duration of not less than 90 minutes and shall consist of storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 31: The maximum flame spread class of finish materials used on interior walls and ceilings shall in Table No. 803.5 of the International Building Code. 32: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes such condition or violation. 33: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila (206)575 -4407. * *continued on next page ** doc: Cond -10/06 D07 -436 not exceed that set forth does not imply approval of Fire Prevention Bureau at Printed: 02 -06 -2008 doc: Cond -10/06 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwilawa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Date: D07 -436 Printed: 02 -06 -2008 Site Address: (2t) tSc�c,11Pf? SPCe.��P W Ms Tenant Name: J CPenn Property Owners Name: lAie,544itIcl Mailing Address: (o 3) SDUTeen Turk -watt L- City Name: IVICDIe �1 Mailing Address: 2 2 N. Itknr,( S+ E -Mail Address: m 6. p I I okin ye hvv • COM CITY OF TUKWIL>-' Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 ht43:/lwww.ci.tukwila.wa.us Contact Person: E -Mail Address: Contractor Registration Number: Company Name: Mailing Address: CoI iisbn LLC. 114 20 Fi fI-h Ave.. 2 'Iaa Contact Person: Mar fin f A I At Company Name: [ .of--C fman bytipneers Mailing Address: 10 NID✓ 1"t'1 S+ r t- Contact Person: K.04 I ' ^ O. F-DU r PL SE E -Mail Address: k. I b b 1✓ T (' I y. 1It !Nl Q:tApplications\Forms- Applications On Line3-2006 - Permit Application.doc Revised: 9 -2006 bh SeaIe Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** King Co Assessor's Tax No.: 7- 10-30 L i -90 U S Suite Number: New Tenant: ❑ Yes ❑..No WA /8/ State I CONTACT PERSON — who do we contact when your permit is ready to be issued Day Telephone: 21 '/4Io . 0950 Floor: .3 Iei)e 1.) Zip - balks 17 Tow City State q� Zip Fax Number: ZI4•y • t95/ GENERAL CONTRACTOR INFORMATION - (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: ' TN) Mailing Address: State City Day Telephone: Fax Number: Expiration Date: Zip ARCHITECT OF RECORD All plans must be wet stamped by Architect of Record WA gA State Zip City Day Telephone: E -Mail Address: Fax Number: ENGINEER OF RECORD All plans must be we stamped by Engineer of Record S/Joktin e Day Telephone: 50q. Fax Number: In/A4 11/0 State Zip Page 1 of 6 ���- t `1 4t9gRei BUILDING PERMIT INFORM ION - 206 - 431 -3670 Valuation of Project (contractor's bid price): $ 8(0, 00D- D Existing Building Valuation: $ Scope of Work (please provide detailed information): EX(5tidtt "1 -v' /1f rnn§trt t 1' '14 ° � Vl A.3 I'Yla.1 €1/1 &Ace fD I an elIhr4- expartion c- Dr)5te.e.A 7 i. Mew en-trance. open i ni will Ce t-i te. D4/111401- si ,Le.-h I j m&l zr4k aeljuchrwri4 (k.r1 d >° IPA ri CA..1 ( IoCA,t o ry . Will there be new rack storage? ❑ Yes A.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below I" Floor emen+ 2n Floor f1.1 level 3' Floor Lippky Floors " • thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck 4o9 SF RAZA SF Bryn' s 1= nterior Remodel Addition to Existing Structure /A- V /A N /A- 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: Will there be a change in use? ❑ Yes Compact: Handicap: 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 S, 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. Q:Wpplications\Fonns- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh Page 2 of 6 e PERMIT APPLICATION NOTES — Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING O t1 OR A O o. : V / Day Telephone: 2/4 7' ' 957 Signature: Date: Print Name: N/ tD /e 72t,/) _/ Mailing Address: 13 ? 5 Al A4 &tct ST L AN-// 7 7W / Zip City State Date Application Expires: Date Application Accepted: 11- .17_07 QMpplications\Forms- Applications On Line'3 -2006 - Permit Application.doc Revised: 9 -2006 bh Staff Initials: Page 6 of 6 Parcel No.: 2623049085 Permit Number: D07 -436 Address: 1200 SOUTHCENTER MALL TUB:W Status: ISSUED Suite No: Applied Date: 11/27/2007 Applicant: J C PENNEY Issue Date: 02/06/2008 Receipt No.: R08 -02631 Initials: JEM User ID: 1165 Payee: DARIAN S CHARBONEAU TRANSACTION LIST: Type Method Descriptio Amount Payment Check 2059 58.00 ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: //www.ci.tukwila.wa.us RECEIPT Account Code Current Pmts 000/345.830 58.00 Total: $58.00 Payment Amount: $58.00 Payment Date: 07/17/2008 12:51 PM Balance: $0.00 4975 07/17 9710 TOTAL 58.00 doc: Receiot -06 Printed: 07 -17 -2008 Parcel No.: 2623049085 Address: 1200 SOUTHCENTER MALL TUKW Suite No: Applicant: J C PENNEY Receipt No.: R08 -00330 Initials: WER User ID: 1655 Payee: BAYLEY CONSTRUCTION TRANSACTION LIST: Type Method Description ACCOUNT ITEM LIST: Description (inn: Ranaint -(18 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us RECEIPT Amount Payment Check 661068 5,670.29 BUILDING - NONRES 000/322.100 STATE BUILDING SURCHARGE 000/386.904 Account Code Current Pmts 5,665.79 4.50 Total: $5,670.29 Permit Number: D07 -436 Status: APPROVED Applied Date: 11/27/2007 Issue Date: Payment Amount: $5,670.29 Payment Date: 02/06/2008 11:46 AM Balance: $0.00 8159 02/06 9710 TOTAL 5670.29 Printact t19 -OR -90(18 Receipt No.: R07 -02593 Payee: CALLISON ACCOUNT ITEM LIST: Description BUILDING - NONRES City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us RECEIPT Parcel No.: 2623049085 Permit Number: D07 -436 Address: 1200 SOUTHCENTER MALL TUKW Status: PENDING Suite No: Applied Date: 11/27/2007 Applicant: J C PENNEY Issue Date: Initials: WER Payment Date: 11/27/2007 02:33 PM User ID: 1655 Balance: $5,670.29 TRANSACTION LIST: Type Method Description Amount Payment Check 208818 109.19 Account Code Current Pmts 000/322.100 109.19 Total: $109.19 Payment Amount: $109.19 5388 11/27 9710 TOTAL 4308.18 doc: Receiot -06 Printed: 11 -27 -2007 Parcel No.: 2623049085 Address: Suite No: Applicant: j C PENNEY Receipt No.: RO7 -02591 Initials: WER User ID: 1655 Payee: ACCOUNT ITEM LIST: Description doc: Receiot -06 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us 1200 SOUTHCENTER MALL TUICW CALLISON TRANSACTION LIST: Type Method Description Payment Check 208818 Account Code PLAN CHECK - NONRES 000/345.830 RECEIPT Payment Date: Balance: Amount 3,753.74 Current Pmts 3,753.74 Total: $3,753.74 Permit Number: Status: Applied Date: Issue Date: Payment Amount: $3,753.74 D07 -436 PENDING 11/27/2007 11/27/2007 02:26 PM $5,779.48 5388 11/27 9710 TOTAL 4308.18 Printed: 11 -27 -2007 COMMENTS: DSrO ;v'+ /� -\ `. O...e.✓i..k 41 f rim- (l ,® r; ., A 1 1--2 tk 0 ., et-v,, OTT() Date Called: f . to e . , J rlA . D A -1 e cf - 7-2(1---Or, Date Wante : 'Z b2 /0 c Special °� Requester Phone No: - r C tt -ie. / - t J re1.: Project: f Type of Inspection: - 1 iii ✓t Address: Date Called: Instructions: Date Wante : 'Z b2 /0 c Special °� Requester Phone No: INSPECTION RECORD Retain a copy with permit 0 07 -I✓ t INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 tz Approved per applicable codes. El Corrections required prior to approval. Inspect R; eipt No.: Date: 62- Dca 60 i 0 REINSPECTION FEE REQU ED. Prior to inspection, fee must be p. d at 6300 Southcenter Blvd., Suit 100. Call to schedule reinspection. !Date: COMMENTS: S7/sPfA/nra C /u .1/ G 40 /.ve s Type of Inspection: f A 13U; /1 i=,r ,7vL — 41,ev Date Called: 6, LslZ /ti4 - 4,7 / Date Wanted: / ♦e /C — ■oect4 • ' D il p h e — A /F #.44c / 2...6 � 9 / e/ it - -/,/ Alt As/ %S / G .f 1 — e%/+"f F lq3 (0-S-1 ? Project: IC Pe-"At-1 Type of Inspection: f A 13U; /1 Address: 2 SC AA, L_ Date Called: Special Instructions: Date Wanted: �:. l l ' / Z '0 r p.m Requester: Phone No' F lq3 (0-S-1 ? INSPECTION RECORD Retain a copy with permit INSPE ION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION V 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 - 67 Approved per applicable codes. ® Corrections required prior -to approval. In spec IRtceipt No.: !Date: IDat / / .00 REINSPECTION F REQUIRED. rior to inspection, fee must be aid at 6300 Southcenter lvd., Suite 100. Call to schedule reinspection. COMMENTS:: A Ker tti tir/?,.r gZ / Ov 1 A 70 w'. ilAkc hem vf f.,/ P/....5 4/ /r�•■( 0 y f4 e- C• AN/ on 5•'t z Date Called: Special Instructions: Date anted: 6, —lo e)� i -. P.m. Requester: Phone No ...a v6 -,s - - Pro 1 Type of I ection: Address: j /266 m4 // Date Called: Special Instructions: Date anted: 6, —lo e)� i -. P.m. Requester: Phone No ...a v6 -,s - - 3 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Inspector: El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: (Date: EA Corrections required prior to approval. Date: `, /0 -06 Project: JC P ticy Type of Inspection: F�.*,i-3 Address: nao S.441%e"lc HIa I Date Called: Special Instructions: Date Wanted: 5 - 6' 67t pc Requester: goG 5/9 685 Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 1- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 ID Approved per applicable codes. Q Corrections required prior to approval. COMMENTS: /i vest .1 ��z Fr���,, Ok I ns pectQr- --- Date: $58.00 REINSPECTION FEE REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. (Receipt No.: 'Date: 9o2- y 36 Proje t: PFATN Type of Inspection: v .SAS /N / dw're /f A /Z © // tef.u1e'i Inv/ Date Called: Special Instructions: Date Wanted: ,pp m. 7— V— q' p.m. Requester: Phone No: c9 -..5/0 -55 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION It 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431- 3 0 El Approved per applicable codes. Corrections required prior to approval. 4 COMMENTS: 0774 kror,v44/ nspect 44 ... $58 '0 REINSPECT( SEE REQUIRED. Prior to inspection. fee must be pp at 6300 Southce ter Blvd.. Suite 100. Call the schedule reinspection. (Receipt No.: (Date: COMMENTS: 14. \ 4_C; �,� se.. cist i lzi cork j t & ' . rte r- at.�. ,rz S z r�-c..t- o Q t t �r�S 1 aS c.viS. o r,--04-1,s, +fie. A , ego (sc EycA Oo 0 2 o Cs1-1.0.4r 1�Tt1 &.1 , -1,61 5"17 s e___ os. a�2 ,� // � ,v 6 CAor-iSL T :lc_ Ps:,.t.LE 1 `` ."- 1 - P O. s Tt lb e_ (L f9LA s = D ,L 5ii Sv.6mCc 172 LT/ l)ti. .s. �£-k.a .i a.m. p.m. Requester: _ Pr ect: l o?oc s . C-i e.. v-,� & Type of Inspection: D2oP s ( Address: p Date Called: Special Instructions: Date Wanted1I [ � a.m. p.m. Requester: _ Phone No: INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 0 PERMIT NO. (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. Inspector fe _ t �_ ,x/ n ' Date: 4( $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. (Receipt No.: 'Date: PCN iUr �S'P Pro Type of Ins ection: Pr'i /^( /( Ad es 14 a Called: Special Instructions: Date Wanted: b —3 — /7 — DC_, Requester: Phone 3 -s/ v —4859 INSPECTION RECORD Retain a copy with permit ,D4 - -V3(.., INSPECTION NO. PERMIT NO: CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 Approved per applicable codes. Corrections required prior to approval. COMMENTS: 9 77'0 Q_a ,J/2/ .5hrn-" /7' _mss g - 5,kt; ,) 1 /1 ,As Inspect 0p $58.00 ai . - Da "17 Dc INSPECTION FEE R QUIR Prior to inspection. fee must be 6300 Southcenter Blvd. Suite 100. Call the schedule reinspection. Ipt No.: 'Date: July 24, 2008 City of Tukwila Building Department 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 -2544 Project: JC Penney Southcenter Permit Number. Address: 1200 Southcenter Parkway, Tukwila Job Number: 08 -0168 We state that the work requiring special inspection was, to the best of our knowledge, in conformance with the approved plans and specifications and the applicable workmanship provision of the building code. Our knowledge is limited to our reports. All typewritten reports have been mailed to your office or are enclosed. All reports appear to be complete. This report should not be considered as a warranty for conditions and /or details of the building. Items inspected are: ❑ Reinforcing steel ❑ Epoxy grouting ❑ Shotcrete Sincerely, OTTO ROSENAU & ASSOCIATES, INC. SIACaneeztalau-tlicof4 Rosenau -Moser Vice President Email c: Bayley Construction OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing 6747 M. L. King Way South, Seattle, Washington 98118 -3216 USA Tel: (206) 725 -4600 • Toll Free: (888) OTTO -4 -US • Fax: (206) 723 -2221 WBE W2F5913684 • WABO Registered Agency • Website: www.ottorosenau.com coe' o L s ,,,�+n REG 1V W OTTO ROSENAU & ASSOCIATES, INC. JUL 2 1200 1 Geotechnical Engineering, Construction Inspection & Materials Testing COMMUNITY — ;EVF�O Job Number: 08 -0168 Report Number: Project: JC Penney Southcenter — Bayley Address: 1200 Southcenter Parkway, Tukwila Date: 4/8/2008 Inspected the resteel and placement at Height of lift: 4' Resteel is grade 60 as specified, from Nucor ..::' ......::' Placement Data .- . Supplier: - Glacier Cement (type/lbs.): I /I1 Mix Number. 0877 Fine (lbs.): Total Yards Placed: 37 Coarse (size/lbs.): Other Test Methods / Standards Used: SHOTCRETE REPORT 21433 Permit Number: D07 -436 Client: Bayley Construction Address: PO Box 9004, Mercer Island, WA 98040 -9004 Inspector: Ross Bogle Line 53 at lines W1, X1, & Y1 on first and second floors . Reber as per plans. Coarse (size/lbs.): Fly Ash (lbs.): Yards Placed pneumatically: Yes Specified Strength (psi): 4000 SampfeData (IIaC 1s14)... Cast Cores: 1-4 Cast Cores: Position of panel when shot: Vertical Weather: Inside existing building Nozzlers: Lee Hart Blow Pipe Operators: Dave Kridler Equipment Used: Warrior pump, Ingersoll -Rand compressor Date Samples Picked Up: 4/9/2008 Comments Slump 9 2 '/z Average Compressive Strength of Cores (psi): 7550 TEST RESULTS Specimen Test Field Age Size Area Number Date Cure (Days) jII (Sa.In.) Core 1 4/15/08 7 2.71x6 6.11 Core 2 5/6/08 28 2.79x5.53 6.11 Core 3 516/08 28 2.79x5.55 6.11 Core 4 516/08 28 2.79x5.58 6.11 705# 2105# 800 3/8" 40# W/C Ratio: 0.35 Shotcrete Ambient. `' ;Truck Temp `!- _Temp No. 59 °F 212 Testing performed perpendicular to panel. REINFORCING / PLACEMENT: Conforms x Copies to: Owner X Client/Contractor x Architect x Building Dept. Technical Responsibility: x Engineer 2.85# 47,640 7800 2.88# 45,220 7400 2.89# 45,560 7460 Batch Weights Water (lbs. /gal): 267# Admixtures (specify) 4 oz. AEA Does Not Conform Max Load Strength Tested in general Weight (Lbs.) (psi) accordance with 3.01# 33,340 5460 ASTM C1140 / C42 X pJ ff Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except In full, without written permission from our firm Is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1- 888- OTTO -4 -US — Fax (206) 723 -2221 Fonn No.: ADMIN -77 -01 (Rev 05/03) Ticketii! •No 184494 OTTO ROSENAU & ASSOCIATES, INC. Geotechnlcal Engineering, Construction inspection & Materials Testing Job Number: 08 -0168 Report Number: Project JC Penney Southcenter - Bayley Address: 1200 Southcenter Parkway, Tukwila Date: 4/8/2008 Inspected the resteel and placement at Height of lift: 4' Resteel is grade 60 , as specified, Placement Data Supplier: Glacier Mix Number. 0877 Total Yards Placed: 37 Placed pneumatically: Yes Specified Strength (psi): 4000 Sample Data 1914) Cast Cores: 1-4 Cast Cores: Position of panel when shot: Vertical Weather: Inside existing building Nozzlers: Lee Hart Blow Pipe Operators: Dave Kridler Equipment Used: Warrior pump, Ingersoll -Rand compressor Date Samples Picked Up: 4/9/2008 Comments Other Test Methods / Standards Used: Average Compressive Strength of Cores (psi): Copies to: Owner X Client/Contractor x Architect x Building Dept. x Engineer SHOTCRETE REPORT 21433 TEST RESULTS Specimen Test Field Age S Area Number Date Cure (Days) Ian . (Sci.ln.) Weight Core 1 4/15/08 7 2.71x6 6.11 3.01# Permit Number: 'APR 2 5 2008 PWLoPMENT D07 -436 Client: Bayley Construction Address: PO Box 9004, Mercer Island, WA 98040 -9004 Inspector: Ross Bogle Line 53 at lines W1, X1, & Y1 on first and second floors . Rebar as per plans. from Nucor Cement (type /lbs.): I/II Fine (lbs.): Coarse (size/lbs.): Coarse (size/lbs.): Fly Ash (lbs.): Yards 9 REINFORCING I PLACEMENT: Technical Responsibility: Batch Weights .. 705# Water (Ibs. /gal): 267# 2105# Admixtures (specify) 800 3/8" 4 oz. AEA 40# W/C Ratio: 0.35 Shotcrete � , Ambient Truck Slump Temp Temp.. No: 2 W 59 °F 212 Ticket. No. 184494 Testing performed perpendicular to panel. Conforms x Does Not Conform Max Load Strength Tested in general (Lbs.) si accordance with 33,340 5460 ASTM C1140 / C42 X e, Project Mana This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Re p reduction t s report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 or 1 888 - 4 - US - Fax (206) 723 Form No.: ADMIN -77 -01 (Rev 05/03) OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Report Number: 83987 Description: Reinforcing Steel CONSTRUCTION INSPECTION REPORT RECEIVED Project: JC Penney Southcenter — Bayley Permit Number; Address: 1200 Southcenter Parkway, Tulle taY 0 D VIR Job Number. Client: Inspector and Date Micah Ruoff 4/4/2008 Copies to: Owner X Architect X Engineer Bayley Construction Client Address: Rebar is grade 60, type A-615, from Nucor. Conforms Remarks X Client/Contractor X Building Dept. Technical Responsibility: PO Box 9004, Mercer Island, WA 98040 -9004 Inspected reinforcing steel for columns and overhead beams for new entrance to mall at grid line 53 between grids W1 & Y1 at levels 1 & 2. Jeff Rabe, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US — Fax (206) 723 -2221 Fonn No.: ADMIN -63 -01 (Rev 05/03) OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Report Number: 71982 Description: Epoxy Grouting (Rebar) CONSTRUCTION INSPECTION REPORT Project: JC Penney Southcenter - Bayley Permit Number: Address: 1200 Southcenter Parkway, Tukwila Job Number: Client: Bayley Construction Client Address: Inspector and Date Ross Bogle 4/1/2008 Copies to: Owner X Architect X Engineer Remarks On site to inspect epoxy grouting of rebar for new column and ledger for 1st and 2 levels for remodel of existing JC Penneys. Dowels for shotcreting at above named store. Work done at both floors at lines W1, X1, & Y1 on line 53. Rebar 60 grade from Nucor. Epoxy used: Hilti HIT RE 500SD (expires 10/2008, ICC ES ESR 2322). Holes for dowels 4" in depth and 18" on center for both levels. Before epoxy applied, all holes blown, brushed, and blown clean. Holes in rows of four but due to rebar for ledger, last row not epoxied this date so ironworker can install the rest of the rebar to be placed before shotcreting can start. Otherwise, rebar for dowels as per approved plans. Conforms (Excluding Last Row — Now Complete X Client/Contractor X Building Dept. Technical Responsibility: 07-436 08 -0168 -c .. =.t• 98040 -9004 Mercer Island, WA Jeff Rabe, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 - 4600 or 1 888 - OTTO - 4 - US - Fax (206) 723 - 2221 Form No.: ADMIN -63 -01 (Rev 05/03) OT TO ROSENAU & ASSOCIATES INC Geotechnical Engineering, Construction Inspection & Materials Testing Report Number: 69646 Description: Epoxy Grouting (Rebar) CONSTRUCTION INSPECTION REPORT Project: JC Penney Southcenter - Bayley Permit Number: D07 -436 Address: 1200 Southcenter Parkway, Tukwila Job Number: 08 -0168 Client: Bayley Construction Client Address: PO Box 9004, Mercer Island, WA 98040 -9004 Inspector and Date Steven Dalos 4/4/2008 Copies to: Owner X Architect X Engineer Remarks Reference S -002 — mall level and second floor level, W1 to Y1 on grid line 53. #5 "L" dowels, %" holes, 6" embedment. This completes rebar inspection as mentioned by Ross Bogle, report #71982. Holes were drilled to depth, brushed and blown out with a wand - equipped air compressor, clean and dry. Hilti HIT HY -150 Max (expires 11/2008) was applied to the holes and the dowels inserted until the adhesive squeezed out to the concrete surface. All above described work was performed in accordance with project plans and specifications. Note: Some of the inspected rebar had to be untied to position the epoxied dowels. It was all retied as original. Conforms X Client/Contractor X Building Dept. Technical Responsibility: eff Rabe, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 - 4600 or 1 888 OTTO - 4 - US - Fax (206) 723 - 2221 Form No.: ADMIN -63 -01 (Rev 05/03) OTTO ROSENAU & ASSOCIATES INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: Project: Address: Date: Cast Cores: Cast Cores: 08 -0168 Report Number: 21432 - Corrected JC Penney Southcenter - Bayley 1200 Southcenter Parkway, Tukwila 3/17/2008 Inspected the resteel and placement at Height of lift: 4' Resteel is grade 60 , as Placement Data Supplier: Glacier Mix Number: 0877 Total Yards Placed: 10.5 Placed pneumatically: Yes Specified Strength (psi): 4000 Sample Data (IBC 1914) 1-4 Other Test Methods / Standards Used: SHOTCRETE REPORT specified, from Nucor Client: Address: Inspector. Cement (type/lbs.): I /II Fine (lbs.): Coarse (size/lbs.): Coarse (size/lbs.): Fly Ash (lbs.): Yards Slump 10.5 2 W Position of panel when shot: Vertical Weather: Overcast with rain showers Nozzlers: Lee Hart Blow Pipe Operators: Terry Hart Equipment Used: Warrior pump, Ingersoll -Rand compressor Date Samples Picked Up: 3/18/2008 Comments 40# Testing performed perpendicular to panel. REINFORCING / PLACEMENT: TEST RESULTS Specimen Test Field Age Size Area Number Date Cure (Days) thjt. (Sg.in.) Weight 1 3/24/08 7 2.71x5.91 6.11 2.89# 2 4/14/08 28 2.71x5.95 6.11 2.97# 3 4/14/08 28 2.71x6.57 6.11 3.22# 4 4/14/08 28 2.71x6.52 6.11 3.21# Average Compressive Strength of Cores (psi): 6490 Wall section, main floor to first floor, line 53 between T1, V1 & W1. 705# 2125# 800 3/8" Copies to: Owner X Client/Contractor x Architect x Building Dept. Technical Responsibility: x Engineer Permit Number: 007 -436 Bayley Construction PO Box 9004, Mercer Island, WA 98040 -9004 Ross Bogle Shotcrete Temp 67 Batch Weights Water (lbs. /gal): 267# Admixtures (specify) 4 oz. AEA W/C Ratio: 0.36 Ambient Truck Temp No. 44 667 Max Load Strength Tested in general (Lbs.) si accordance with 29,020 4750 ASTM C1140 / C42 X 39,160 6410 41,810 6840 38,000 6220 Conforms x Does Not Conform ‘ Jeff Rabe, Project Manager Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 - 4600 or 1 888 - OTTO - 4 - US - Fax (206) 723 - 2221 Form No.: ADMIN -77 -01 (Rev 05/03) Ticket No. 178565 This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. FILE COPY m1 Crt?!SS{Of9• JC Penney= Southeenter Remod TUKWILA, -WA for CALLISON` ARCHITECTS STRUCTURAL CALCULATIONS -- SUPPLEMENT January 23, 2008 REVIEWED FOR CODE COMPLIANCE APPROVED FEB -1 2008 I, Of Tukwila B I D N DTVISION NOTE: These calculations are a supplement to the previous calculations for the project dated 11/9/2007. Prepared By: COFFMAN N G IN E E R S 10 N. Post Street, Suite 500 Spokane, WA 99201 (509) 328 -2994 Doi- 43(p •W go! 'ou ways V-a 1I 1 iueip uop8 a)y s 6 Par-' NV VJ HO W '��t!r' u-� 41 O7) UvM eb1 � (p .1 /1-.) 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' h C3 w9 rK A o (-1(. t vi €-)C t K. 0 /al Al-j OA CAM e prqed 1 r4 Cowt-hcc rr �COFFMAN NGINEERS tioa dent Ci I/ date dews ehedced date sheets. lob no. 0-155/ CfrF6-GiC F -- c it Gr Gk te.-0,4,c•5 ( Ski i) 12 ,1 We-- 0 -0 0 2C Gdtt 2 r yin g ri.0 ef' rQ-� 01 ( � (- "1. z. 2 ) hwJ 11. 0. tee-4,. r /2 D �v n l c ► (2,1.-1) (2,1.-1) � = �rcy ('-c 7 r f 1t , f`� p (pp 62)(e) 3.0 t o o 4 0 - 0 v't -� o, vet)) � q , (o k( V k ° 4 1-S ,� ►Cm, WttKi r -j 'j 1rGi drt n ©1 Lev woo -es: Coke ► // V-el1 ASC -w & (ta-c — Cvr. -fie '1' 1'1-C Cei T m -ST (Ail' 6-P s ktAr rAtA,4( tivAiltbGz. ryo NI m C itzAr 4'J/ M S t t rtft de-1 wi-✓e - spi.`Cit 6-61 ertl �. mod • I� 1 vt o-tS LG Ur, +- of rP se ts-rfyib a ft Skase - t-a w t++C — rv`iot,16 1 d��Pw►� ms A COFFMAN N G I N E E R S �w Jt P CumA-kce-.4-eir location client CIA tSarn b Y bra date 1123/g checked date sheet no. 5 p r It No. FILE COPY JC Penney Southcenter Remodel TUKWILA, WA CALLISON ARCHITECTS STRUCTURAL CALCULATIONS November 9, 2007 EviREs u29I ) Prepared By: �COFFMAN N G I N E E R S 10 N. Post Street, Suite 500 Spokane, WA 99201 (509) 328 -2994 tO7' 9 36 REVIEWED FOR CODE COMPLIANCE APPROVED FEB -1 20 C Of Tukwila BUIL!ING DIVISION NOV 292007 R:EID RDDLET0 '4 RECEIVE'- NOV 2.7 2007 PERMIT CENTER 56 '-o o'' — (-I vre--“cT -s 4 4 o5 . 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CI offiry PI cot, ' by date Itr /I(5h e date sheet no. Z ACOFFMAN NGINEERS c� sT Mr C44 srevc (o) ex t 'r k of 8 C-04- C s' 4-v wra -vLs (2) '44 0 i 4- Ittorc -6T6 SNP vv1t'u, d APPu GAD Pe 11 65 wP - 7V6- ( i() rieefs o f 1 /4 Pt 1). Cier0-1- aNt ter) 6T Of c s wa-LA.s o-N1 ()(3/')(p/) t (-2,)(4/12)(7,6) _ (30.x") �- o �tNP.'D (1-o•)( 4/1,4 41D °/r2-) s{- 04 - Is 14. .G, ( 'vz 4 L.( 6- Kil t.) ir> 4D' (Ler"-ovc-0 > S°d ,:t -G pro,ect'"G 4 (9 (r r aettbd r `fi'Nk w, WA diets by date /1.8. checked date ono. V.1 f1Teei - c t «e -vwovL -eXts+IM star w MI s #1/4-s P% d- 24rrav , r o I wrri 1 ce Y&M I 1 Ce.ea4 Lw.d . eav 1(1 ► .5 t fy rriit sy fi-tm to 4 CiDu sro f li s ('t e r' (Am I s t"(A^ -o v e.0l L09 G6-A5finte1ll 1m of- v W w 'vt (r 'r (2) b S. Effectively " vvx.a i i w`r LA/I-0-04 Ard -e-X t V 1 Awl o - 1 - si`D rw) , of n om, hvkz, or o tiuri itsttie-s a e-:4 L kCcFFMAN N G I N E E R S Prnied nv1 y A( PA .er ` f2e,od e I bcat `f A Ikw; I u/A diets CDC ( 4) 011 by date AI CA checked date sheet no. ten. eta solo-o Q gyeti9 - vl-am vN u.si (4) 1 s - 10frY 1 S QL 1')- voi 1 0 ry - htio v!Wd 111 -3 Nk 5' .5 orrZ r'o s edo V9 :3 - 0410Nutal 01,1) jam) 77 Vitt '.7 ✓,,9•.USiX3 0 r"0 rw ,y r l o 313b.)2OHS „P OOd :. Nd 7d ON y6 1111: (2) '►'1V 1 rN 604 IF\2 W L' N 1N % L V/ 1J. Di.7. - a, _ D 06\62,'/,) r 034 iir; /r v = _ 0 oo 11 ( &) ) = O A L4f s - - c, , U CtO l q - z (Q 0000 ZS LS= _ LA q �COFFMAN NGINEERS S cam- ' ( 7‘j (; )(4 = -3 cl-t 30 -`Z drop OZ. 41 'lLenrod c I 7cA w; let WA client Cu l 1 6Utn by date {1. fr3. d date sheet no. 6 ono. kCNOFFMANN E E R S MEMO TELEPHONE CONVERSATION SITE VISIT NOTES MEETING NOTES PROJECT: JOB NO.: DATE: BY: to: with: subject: location: purpose: present: (1( (171 mss. l'ces Ism MAO G rrt 4 rc m ' \c0 aw(2 s- `\1'3‘s-7 VcQ- -r"'N � 'S 30 u,1■1._0 . `cy5 aW U S- (o co( 5-(0 l' - 5" i i -k SLNP _ \.c? (6 - Psi \c;t\s WT" = `S o ( I DA x 4/; = r F L. _ 0\ 5 Vs P S Ac [oo rs AL COFFMAN N G I N E E R S 4 -3\-00 mod UGPertn y eacJ-IL• r_ i 4cr ,noStf location ` t.t v 1lct , WA diem Ext ! 11 %a by O date date sheet no. S 0-5 ono. O► 0' vr J b 1, E = 6/2,)(vi-)s ‘ A-A ? C J C iolopuF wQV slA. S 1,(7 5,0 ,) , ` ( ZS c Wu. _ 1 � �� C' � °\ bo P yr V - \.-2-(339) H.cPC1d°> ;410 NA 5470(444/4= >• ( ‘ L\-000 r `-1 S 6= (0.° 0a) Fe L Ouo05=b ACOFFMAN NGINEERS wile« TG Senn y Sccvt4 Trove! el '1"u4wila \e-hl eked (-0.11, Ar by date 11, f3'v� checked date sheet no. q 4 A5 7 (et) 4-- (0 2t7i p = o.to [0.easf to (A-5 --As-e) Asbi ck py, ca GoM psI OEE l.r0 6- Q 8-C,=(.0.02/ ,� .6 4t.= u 5E-- 1 S" 5 KA, 0.0003'''4.cib t " ALCOFFMAN N G I N E E R S ( cb: t z " 4 00 a,�z (=5•, Gi l, D(r'1 (2" prqed C"Pehny SoL4 ( e.41. `1ZeMOg4I Tukwila , \,✓4 dent by date■kHcri shacked date sheet no rQ job no. 30v0 i &00 6r000 \J \J " or (q,- LoN6 Pew T 0.000(o M - C 1 6 R)G —V\-= ((t,2yy) 2 KA (coc-icoz �COFFMAN N G I N E E R S prood "3" CPeririt RcpAY e I bca5n r A kw del k/A diem (p I la0A by domed date sheet no. 9 maRz IMMEDIATE DEFLECTIONS LONG -TERM DEFLECT IMMED.LL + TIME DEPENDENT (D+L) TOTAL DEFL. MEN ill LIVE LOAD ONLY flGOED.(D+L) + TINE -DEP. (D+L) DEFL L/180 L/360 DEFL L/240 L/480 1 .398 .252 OK OK 1.171 OK NG 1.569 2.00 ACIBEAM - DESIGN & ANALYSIS PROGRAM FOR CONTINUOUS CONCR. BEAMS PROJECT: JC PENNEY - SOUTHCENTER BEAM ID: BEAM AT OPENING NO. OF SPANS (INCL.CANT.) DEAD LOAD DATA ENTRIES LIVE LOAD DATA ENTRIES USD LOAD FACTOR - DL USD LOAD FACTOR - LL LONG TERM LL DEFL.COEF. SPAN NO. JT. NO. L(ft) b(in) h(in) 1 .00 .00 .00 2 .00 .00 .00 SPN LOAD WA WB AA BB SPN LOAD WA MB AA BB NO. ID (k,ft) (k,ft) (ft) (ft) NO. ID (k,ft) (k,ft) (ft) (ft) 1 1. 1 L VAR LEFT END I (ft) by h bf /tf 1 44.00 N 18.0 66.0 .0 .0 COLUMN ABOVE D D D REACT'N DEAD LIVE TOTAL U U U 1.44 .79 1.13 SERVICE LEVEL REACTIONS ( kips ) JT. 1 73.92 19.80 93.72 ACI CODE YEAR COVER TO CGS (top) (in) COVER TO CGS (bot) (in) PHI FACTOR (bending) PHI FACTOR ( shear ) REIN?. RATIO rho(bal) RATIO rho(1) / rho(bel) 0 LOCATION FROM LEFT CL. MAX -Mu (k -ft) TENS.STL (in2) COMP.STL (in2) MAX +Mu (k -ft) COMP.STL (in2) TENS.STL (in2) + I MAX Vu (kips) PHI Vc (kips) FOOTNOTES + 1 -t3 U stir (in) 1 -414 U stir (in) 1 -45 U stir (in) 2 -415 U stir (in) FOOTNOTES S E R V I C E LOADING CONDITIONS TT. 2 73.92 19.80 93.72 .00 .00 .00 .00 .00 .00 = 2005 CONCRETE UNIT NT. (pcf) = 3.00 CONCRETE STRENGTH (psi) = 3.00 STEEL YIELD STRESS (psi) ▪ .90 STIR. YIELD STRESS (psi) _ .85 STEEL BLAST MODULUS(ksi) _ .0285 CONCR BLAST MODULUS(ksi) _ .750 MODULAR RATIO (Es / Ec) FACE .00 120.38 121.92 f .00 476.72 847.50 1112.35 1271.26 1324.22 1271.26 1112.35 847.50 476.72 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 476.72 847.50 1112.35 1271.26 1324.22 1271.26 1112.35 847.50 476.72 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 2.27a 3.78b 4.05 4.65 4.85 4.65 4.05 3.78b 2.27a 14.67 26.67 31.50 31.50 = 1 CANTILEVER AT LEFT END = 3 CANTILEVER AT RIGHT END = 1 FIXED AT LEFT END = 1.20 FIXED AT RIGHT END = 1.60 SKIP LIVE LOAD OPTION _ .25 OUTPUT OPTION ( 0,1,2 ) MID SPAN RIGHT END by h bf /tf by h bf /tf 18.0 66.0 .0 18.0 66.0 .0 .0 .0 COLUMN BELOW SUPT I(in) L(ft) b(in) h(ia) Ilia) e(in) 0. .00 .00 .00 0. .00 .00 .00 .00 .00 .00 91.66 121.92 f 14.67 26.67 31.50 31.50 1 L U .90 .00 D .1L .2L .3L .4L 5.25 4.40 8.80 13.20 17.60 96.31 121.92 f 14.67 26.67 31.50 31.50 72.23 121.92 f 14.67 26.67 31.50 31.50 S P A 48.15 121.92 e .00 .00 .00 .00 TIME DEPENDENT DEFLECTIONS FOR FOUR LOAD CASES (inches) NO NO NO NO YES 0 0. .00 0. .00 .00 .00 ▪ 148. = 4000. = 60000. = 60000. = 29000. ▪ 3758. • 7.72 N 1 24.08 121.92 e .00 .00 .00 .00 .5L .6L .7L .8L .9L D FACE 22.00 26.40 30.80 35.20 39.60 38.75 44.00 .00 121.92 e .00 .00 .00 .00 a Tension steel controlled by p = 4/3 p(req'd) USE WITH CAUTION I b Tension steel controlled by p = 200 / fy c Compression steel exceeds recommended limit p' > 1.33 8 d Location of N.A. violates ACI CODE ductility requirement ( C > .75 C(bal) ] e Shear reinf. not required. 0 < Va < Vc /2 f Shear rein!. controlled by Vc /2 < Vn < Vc s(max) = d/2 g Shear reinf. controlled by Vc < Vn < Vc + min Vs s(max) = d/2 h Shear reinf. controlled by Vc + min Vs < Vn < 6 Vc s(max) = d/2 i Shear reinf. controlled by 6 Vc < Vn < 10 Vc s(max) = d/4 • Shear force Vn violates ACI CODE Vn > 10 Vc -24.08 121.92 e .00 .00 .00 .00 -48.15 121.92 e .00 .00 .00 .00 -72.23 121.92 14.67 26.67 31.50 31.50 -96.31 121.92 14.67 26.67 31.50 31.50 14.67 26.67 31.50 31.50 .00 .00aI .00 1 .00 .00 .00 -91.66 - 120.38 121.92 121.92 f f 14.67 26.67 31.50 31.50 ��a 11 -03 -2008 MARK DIAZ 2325 N AKARD ST DALLAS TX 75201 RE: Permit No. D07 -436 1200 SOUTHCENTER MALL TUKW Dear Permit Holder: In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Codes, Uniform Plumbing/Fuel Gas Code and/or the National Electrical Code, every permit issued by the Building Division under the provisions of the code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit issuance, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Call the City of Tukwila Inspection Request Line at 206 -431 -2451 to schedule for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the International Codes, Uniform Plumbing/Fuel Gas Code and/or the National Electrical Code does allow the Building Official to approve one extension of time for an additional period not exceeding 180 days. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 12/07/2008 , your permit will become null and void and any further work on the project will require a new permit application and associated fees. Thank you for your cooperation in this matter. Sincerely, xc: er Marshall t Technician Permit File No. D07 -436 Cizy of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Reid iddleton January 29, 2008 File No. 262007.005/02002 Mr. Bob Benedicto, Building Official City of Tukwila, Department of Community Development 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Subject: Building Permit Plan Review — Final Submittal JC Penney Storefront (D07 -436) PERMIT CENTER Dear Mr. Benedicto: We reviewed the proposed project for compliance with the structural provisions of the 2006 International Building Code (IBC) as amended and adopted by the state of Washington and the city of Tukwila. The permit applicant has responded successfully to our comments. Structural special inspections by qualified special inspectors should be provided. The following is a summary: 1. Concrete placement at concrete construction: Continuous. 2. Reinforcement at concrete construction: Periodic. 3. Adhesive installation of concrete reinforcement: Continuous. Enclosed are one set of the revised drawings, one set of the revised structural sheets, structural calculations, and correspondence from the structural engineer for your records. If you have any questions or need additional clarification, please contact us. Sincerely, Rei s Middleton, Inc. Philp Brazil, P.E., S.E. Se for Engineer S Enclosures cc: Nicole Pipkin (by e-mail) Giovanni Mayorga, JC Penney (by e-mail) Martin Hill, Callison (by e-mail) Karl Kolb, Coffman Engineers (by e-mail) Brenda Holt, City of Tukwila (by e-mail) dop : \ doc \26 \planrevw \tukwila \07 \t020r2. doc \prb RECEIVED CITY OF TUKWILA JAN 3 0 2006 Engineers Planners Surveyors Reid Middleton, Inc. 728 134th Street SW Suite 200 Everett, WA 98204 Ph: 425 741 -3800 Fax: 425 741 -3900 January 24, 2008 Mr. Philip Brazil, P.E., S.E. Senior Engineer Reid Middleton 728 134 Street SW, Suite 200 Everett, WA 98204 Project: JC Penney Southcenter Storefront (D07 -436) Subject: Building Permit Plan Review Responses to Review Comments Dear Mr. Brazil: AEOFFMAN N G I N E E R S We have reviewed the structural review comments you provided to the City of Tukwila and have made the following clarifications and additions to the design submittal. These responses are numbered below to match your review summary dated December 26, 2007. Structural Comment #1: A special inspection table has been added to the General Structural Notes, sheets S-001, to clarify the special inspection requirements. Structural Comment #2: Specific reference to Hilti HIT -RE 500 -SD epoxy anchors suitable for this application is added to the notes. This epoxy anchoring system is the subject of ICC Evaluation Report ESR -2322. The report is attached for reference. Structural Comment #3: Calculations have been prepared and provided to supplement the original package and are attached for review. The forces are estimated based on ASCE 7 -05 equivalent lateral force procedure for new buildings. The calculations are based on a conservative set of assumptions including the use of Site Class "E," a Response Modification Factor R =5 for ordinary concrete shear walls, and generous assumptions about seismic mass in the north -south direction. It should be noted that the building does not have the prescriptive detailing, etc. that make new building code requirements directly applicable. Also, the ordinary reinforced concrete shear wall system would not be allowed for this building in Seismic Design Category D conditions if it were to comply with current codes. However, it is felt that the approach, with the conservatism built into the assumptions, is a reasonable method to approximate expected demands on the existing shear walls and a valid way to give reasonable assurance that the proposed reinforcing is adequate. Per our telephone conversation at the outset of the project, the intent of the structural approach is to restore the existing building lateral system strength, stiffness, and characteristics such that the building performance is not appreciably changed. The basis is not a complete seismic upgrade, but in maintaining the reasonably complete and adequate existing lateral system. This building was also the subject of a -ZQ c100S 0 2(72 10 N. Post Street, Suite S00 Anchorage, Alaska Los Angeles, California Seattle, Washington Spokane, Washington 99201 901 276 6664 818 285 2650 206 623 0111 509 328 2994• fax 509 328 2999 www.coffman.com Structural Mechanical Electrical Civil Corrosion Control Program and Construction Management • - • w Mr. Philip Brazil January 24, 2008 Page 2 of 2 complete seismic evaluation and upgrade in approximately 1985 as documented in as -built drawings done by Seismic Engineering Associates. Thank you for your thorough review of the project. Please call me to discuss if you have any questions or comments regarding our responses. Respectfully Submitted, COFFMAN ENGINEERS, INC. ea-( a46 Karl G. Kolb, P.E., S.E. Principal Attachments: Supplemental Calculations Project Drawings ESR Report 2322 Reid iddleton December 26, 2007 File No. 262007.005/02001 Dear Mr. "Benedicto: Geotechnical No comments. Architectural No comments. Structural Mr. Bob Benedicto, Building Official City of Tukwila, Department of Community Development 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 Subject: Building Permit Plan Review — First Submittal JC Penney Storefront (D07 -436) We reviewed the proposed project for compliance with the structural provisions of the 2006 International Building Code (IBC) as amended and adopted by the state of Washington and the city of Tukwila. The permit applicant should address the comments below. Note that the "WSxx" code references are to Washington State Amendments of the applicable code. Responses to the review comments below should be made in an itemized letter form. We recommend the permit applicant have the structural engineer respond and resubmit two sets of the revised structural drawings and one copy of the supplemental structural calculations for additional review. All information should be submitted directly to Reid Middleton, Inc. 1. Structural special inspections by qualified special inspectors should be provided. See IBC Sections 1704 and 1707. The following is a summary: a. Concrete placement at concrete construction: Continuous, see also Section 1704.4. b, . Reinforcement at concrete construction: Periodic, see also Section 1704.4. c. Adhesive installation of concrete reinforcement: Continuous, see also Section 1704.13. RECEIVED JAN 0 4 2008 COMMUNITY DEVELOPMENT Engineers Planners Surveyors Reid Middleton, Inc. 728 134th Street SW Suite 200 Everett, WA 98204 Ph: 425 741 -3800 fax: 425 741 -3900 Mr. Bob Benedicto, Building Official City of Tukwila December 26, 2007 File No. 262007.005/02001 Page 2 2. Adhesive installation of concrete reinforcement is specified at several locations on Sheet S -002 but the type and manufacturer of adhesive is not specified to enable review. Adhesives commonly used for this type of installation are not permitted by the IBC but are qualified for use through national evaluation services such as ICC -ES. Specifications for the adhesive should be added to the drawings for review. Refer to www.icc - es.org for further information. 3. New concrete shear walls are proposed in place of the shear- resisting construction being removed to accommodate the new storefronts. The proposed reinforcement for the shear walls is based on minimum code requirements for reinforcement. The calculations do not appear to consider the structural demands on the shear walls due to the removal of the shear- resisting construction. Substantiating data should be submitted documenting these structural demands and verifying that the reinforcement required to resist the demands does not exceed the proposed reinforcement. Corrections and comments made during the review process do not relieve the permit applicant or the designers from compliance with code requirements, conditions of approval, and permit requirements; nor are the designers relieved of responsibility for a complete design in accordance with the laws of the state of Washington. This review is for general compliance with the International Building Code as it relates to the project. If you have any questions or need additional clarification, please contact us. Sincerely, Reid,Middleton, Inc. Ph' ip Brazil, P.E., S.E. Senior Engineer cc: Nicole Pipkin (by e-mail) Martin Hill, Callison (by e-mail) Karl Kolb, Coffman Engineers (by e-mail) Brenda Holt, City of Tukwila (by e-mail) dls \26 \planrevw \tukwila \07 \tO2Or l .doc \prb Reid iddleton November 29, 2007 Dave Swanson, P.E. Reid Middleton 728 - 134th Street SW, Suite 200 Everett, WA 98204 RE: Structural Review JC Penney Storefront — D07 -436 1200 Southcenter Mall, Tukwila Dear Mr. Swanson: Please review the enclosed plans and documents for structural compliance with the 2006 International Building Code. If you should have any questions, please feel free to contact me at (206)431 -3672. Sincerely, 404. ki Brenda Holt, Permit Coordinator encl xc: Permit File No. D07 -436 ft/ city of Tukwila H:\Documents\Str uctural Consultant\D07 -436 - structural review.DOC Page 1 of 1 bh Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 ACTIVITY NUMBER: D07 -436 DATE: 06 -26 -08 PROJECT NAME: J C PENNEY SITE ADDRESS: 1249 SOUTHCENTER MALL Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # X Revision # 1 after Permit Issued DEPARTMENTS: Al ° -l°` Bui ding Division Public Works Complete Comments: Documents/routing slip.doc 2 -28-02 PLAN REVIEW /ROUTING SLIP DETERMINATION OF COMPLETENESS: (Tues., Thurs.) APPROVALS ; R CORRECTIONS: ..PERMIT COORD COPY 'MD .u1 Fire Prevention Structural Incomplete ❑ TUES/THURS ROUT NG: Please Route Structural Review Required REVIEWER'S INITIALS: Planning Division n ❑ Permit Coordinator ❑ DUE DATE: 07-01-08 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: No further Review Required DATE: n DUE DATE: 07-29-08 Approved Approved with Conditions n Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D07 -436 PROJECT NAME J C PENNEY SITE ADDRESS: 1200 SOUTHCENTER MALL X Original Plan Submittal Response to Correction Letter # DATE: 11 -27 -07 Response to Incomplete Letter # Revision # After Permit Issued DEPART � . �/ B h• i� g l vision AL Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete TUES/THURS ROUTING: Please Route Documents/routing slip.doc 2 -28-02 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP o 11 444/1 Fire Prevention X Structural Incomplete Structural Review Required APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions REVIEWER'S INITIALS: REVIEWER'S INITIALS: riI 4 Planning Divisi In Permit Coordinator DUE DATE: 11-29-07 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: No further Review Required DATE: DUE DATE: 12 -27 -07 Not Approved (attach comments) Notation: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS I Oii1v do ^^� J"�'((,' b /- Summary of Revision: d p e , E - � pptA,L� F � ( , t . C = E 1 - r C )411 -Y - (A-W is i Received by: sc.APIN r &itaw d tr0 P P s O►2b12-s Received by j..4a, 4 ,j 6,44q ,e rto 4 i- REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: PROJECT NAME: ?t t PERMIT NO: DO -AN, SITE ADDRESS: 19.1401 G od Cc h Mt(( ORIGINAL ISSUE DATE: 02 C4I REVISION LOG (please print) (please print) (please print) (please print) (please print) Date: 6/21/07 Entered in Permits Plus on City of Tukwila lapplications\forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # ® Revision # 1 after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Sheet Number(s): AZ !O "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by:�l t " ae(2A(a Steven M. Mullet, Mayor Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Plan Check/Permit Number: D07— 1- 8 6 RECEIVED r•rry ^r T �N►( p JUN 2 7 2008 r'ERmiT CENTEFI Project Name: SC. ?EN /QCV — W g5TF/Ei D _.cv T H C E") TF,..2 Project Address: 1 Zoe> / you To c(ad rr2 g vD. ` Contact Person: tit KE `low.) 6F.R Phone Number: ( ,04) s 0 —6 P s7 Summary of Revision: . I2FAci p Kow,46. _V2, -4- Af . M.G.) M,1— r mtgs A - o Rr vl-A - c ri, IA,, Tµ 5t. r e � 0 ,,.,c0 Ga -, .-4-� /� 2. /A DO S 2f j7oocc5 roe_ SLig 1 Dug. a-C I I P Int4. 6X... 1.4.-e Ala Tro /`f.3 p // nal> so ») C9rt, �t.e J License Information License BAYLECG034JC Licensee Name BAYLEY CONST A GEN PARTNRSHP Licensee Type CONSTRUCTION CONTRACTOR UBI 601771879 Ind. Ins. Account Id PARTNER Business Type PARTNERSHIP Address 1 PO BOX 9004 Address 2 City MERCER ISLAND County KING State WA Zip 980409004 Phone 2066218884 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 4/3/1997 Expiration Date 12/31/2009 Suspend Date Separation Date Parent Company Previous License ROBEREB375NO Next License Associated License Business Owner Information Name Role Effective Date Expiration Date BAYLEY KEY MEMBERS INC PARTNER 01/01/1980 BAYLEY HOLDINGS INC PARTNER 01/01/1980 Look Up a Contractor, Electrician or Plumber License Detail Page 1 of 3 Washington State Department of Labor and Industries 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. Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date SAFECO INS CO OF Until https: // fortress. wa. gov /lni/bbip /printer.aspx ?License= BAYLECG034JC 02/06/2008 AI Emit FOR CONC. COIS. ••■■■.1 DOOR GUIDE FLUSH W/ WALL TILE MOTOR CONTROLS TO BE LOCATED ON ADJACENT WALL BRACE TUBE STEEL TO STRUCTURE COORD. EMBED PLATE LOCATION W/ROWNG GRILLE SUPPUER SEE STRUCTURAL PLANS DUSTING WALL 4 BASE JCPENNEY SUSPENDED CEILING RE REFLECTED CEIUNG PLAN FOR DETAILS. METAL STUD GAUGE, DESIGN BUILD BY G.0 5/8. GYP. BOARD JCPENNEY REFER TO STRUCTURAL DRAWINGS FOR FOOTING DETAIL CYLINDER LOCK 06 4-1/2" BOTTOM PLATE 7' CEILING SLOT OPENING SCALE: 3"=I-On MALL DEVELOPER CONSTRUCTION SHOWN DASHED, N.LC 5 TLIP. AT MIDDLE LEVEL SIM CONDITION t3E NERAL NOTES: 1. COORDINATE MOTOR LOCATION, POWER REQUII STRUCTURAL BRACING WM-I ROWNG GRILLE 2. COORDINATE ROWNG GRILLE CONTROL LOCAT SLAB AS EXISTING INTERIOR WAU. ASSEMBLY BEHIND EXTERIOR WALL CONSTRUCTION, REF. FLOOR PLANS FOR PARTITION TYPES NEW CONCRETE SHEAR WALL REFER STRUCTURAL DRAWING FOR DETAIL AND SECTIONS. JCPENNEY DETAIL a SCALE: N°=1'41" SECTION A SHEAR WA SCALE: 3/4"=1'-0" MALL" I=) DETAIL HEAD ILE RETE 5 w AL CH I" COLOR MALL FINISHED CEILING HEIGHT 13'-0" @ UPPER LEVEL CO JCPENNEY aair 2,c0- 43,itgfrt 1 AT REF. 01 & 02/A3.11 FOR FINISHES ftes FINISHED CEILING HOG 134' 0 MIDDLE J CPETkIN EY REF. 01 & 02/A3.11 FOR FINISHES 1- ACCORDION GRILLE 14' 0 5'41 1 /4" 3 / 4 mom urn NEI mum 5 A3.10 --- O.H. • '1" (A) °‘k 4-5'424 1 ' I is OWZ- C t 1 (2- 4 OV114)) 1 Le v sy - S t rJLALQ ROOF LEVEL ELEV. ailk 64.66' (FIELD VERIFY) ' UNE OF EXISTING JCP BUILDING MALL DEVELOPER CONSTRUCTION SHOWN DASHED, N.I.0 UT AGGLOMERATE PANEL A I'MALL MALL 16-6" A.F.F. MALL CLG N.I.0 FINISHED SOFFIT I HEIGHT - 9'-O" / CUT AGGLOMERATE PANEL A MIDDLE LEVEL F.F. 1" REVEAL COL R TO MA AGGLOMERATE ACCENT 111. JCPENNEY SIGN 3'-0" HIGH WITH STUD BLOCKING AN FRAMING AS REQUIRED CENTER WITHIN FIELD TIL SEE DETAIL 10470 2/A3.11 I 1 1 FINISHED SOFFIT I Ai HOGHT 9"-11 / V1V CUT AGGLOMERATE PANEL SEISMIC SOFFIT EXPANSION JOINT UPPER LEVEL 46.85' (FIELD VERIFY) 0 ID(P J UNE OF DUSTING JCP BUMP' MALL DEVELOPER SHOWN DASHED, I' MUM IEXPIRES: 01-29-10 1 15'-0" A.F.F. MALL CLG N.I.0 1/A3.11 CUT AGGLOMERATE PANEL SEISMIC SOFFIT EXPANSION JOINT F111/10 CNDAh1C11 IflIM H I 1" REVEAL COLOR 1 AGGLOMERATE ACCE JCPENNEY SIGN 2 HIGH WITH STUD BLOCKII FRAMING AS REQUII CENTER WITHIN RE SEE DETAIL 10470 1 METAL REVEAL TYP. ALL AROUND 2' X 2' AGGLOMERATE PANELS FIELD CUT INTO 3 EQ. ROWS 1' X 2' AGGLOMERATE PANELS B OVERHEAD ROWNG GRILL (TYP. U.N.0) 2' X 2' AGGLOMERATE PANELS A LOCATION OF MALL DEVELOPER S1RUCT. COLUMN B 1" REVEAL-1'10% 2 EQ. =' 4 1 METAL REVEAL TYP. ALL AROUND 1' X 2' AGGLOMERATE PANELS B 2' X 2' AGGLOMERATE PANELS FIELD CUT INTO 3 EQ. ROWS 1 X 2' AGGLOMERATE PANELS B OVERHEAD ROWNG GRILL (TfP. U.N.0) i3 2' X 2' AGGLOMERATE PANELS A LOCATION OF MALL DEVELOPER SIRUCT. COLUMN NJ.0 1' X 2' AGGLOMERATE REF. 01 & 02/A3.11 FOR FINISHES OVERHEAD ROWNG (TfP. U.N.0) LOCATION OF OVERflEAD ROWNG GRILL KEd PANEL OVERHEAD ROWNG GRILL (TYP. U.N.0) LOCATION OF OVER EAD ROWNG GRILL K P 11 M r REVEAL GRILL I 5'-0' BALCONY RAIL NOT IN SCOPE WESTFIELD SCOPE MALL ESCALATOR NOT IN SCOPEWESTHELD SCOPE -5/A3 10 - eI MALL ESCALATOR AND WALL NOT IN SCOPE WESTFIELD SCOPE SS:LS:13 Br1/91./9 ZSISIk13 E10/9143 REMA ; 1/A2.23 1/A2.13 REVEALS IN MALL CEILING NOT IN SCOPE MALL DEVELOPER SCOPE Satz: SEPA ATE PERMIT REQ IRED FOR: 1i :cm: Gas Piping Iumbing City of Tukwila BUILDING DIVISION 3'-0" WHITE IGN FIELD CENTERED_ c UPPER LEVEL FLOOR PLAN - ZONE 3 =La hr = r 21 0 r -macaw-. I r.rtcermer• "41 As *n. • TrTrTT•rrrrn:T.... . . ; MIDDLE LEVEL FLOOR PLAN - ZONE 3 REVEALS IN MALL CEILING NOT IN SCOPE MALL DEVELOPER SCOPE ot, LU 2 EQ. =4 cc 0 DUES -0 Mau I I _RECEIVED L I CID( 0 TUKVVILA JUN 27 ZUU8 PERMI CENTER OVERHED ROWNG GRILL . U.N.0) MAU_ CEILJIG LEVEL cj I ' II OVER GRILL L NEL 0:1Projects10-JCP102 Architectural thrall Store RemodelkSouthCentr-WA 06861CaddjcpscIA3.10.ciwg • H - - T•-•Gra,rm... 4/1108 FILE COPY Permit No. 1201 43 Plar review approval is subject to elms and omissicm. Approval of construction documents does not autficKzo the violation of any adopted code or ordinance. Re.ce'.7.1 of approved Field Cop and conditions i 3 acknowledged: BLI / / 042.4. covi4-4- Date:, 7 / 17 / 0 / City of Tukwila BUiLDING DIVISION REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan sut mittal and may include additional plan review fen. ISSUED/ REVISED DATE PERMIT ISSUE 11.20.07 BID ISSUE - ADDENDUM A 12.12.07 BULLETIN 4 03/31/08 MALL ENTRANCE DETAILS A3.10 c9:31:54 AM COPYRIGHT 2007 CALLISON ■ CALLISON Provided to Builders Exchange of WA, lnc. For usage Conditions Agreement see www.bxwa.com .41 \�l NM I I. I S'1LES . : I ...... .:._ i_ 1 1- 1 . 1 I_ 1 I . • 1 . I-.. --1- T LE ., TO. • F : I _ 1 H _ 091 , ' 1- - ■ L • . • ' ■ : NEW MATC • _ '5 ..._.c -7---- NEW CARPET :--:- MS ----LI sm Ss W1(115F 2'-10 NEW CARPET THIS PAD NEW CARPET Am MS 08 - 515F _LJ_ ___________ ' _ 21 ■ : FORC N EXISTING CARPET 1 EXISTIN . • l e i 1 _ ............... 71 _ 7 3/4' ..,„__----- ___ • • A....„ 1/4' - 1/4" 1B •5■. " . In 5'-1 1/4" 2 , ..›. _ _ . . - - , 1 . 7 . --- _ -N 03 - I 1B [ I . 1E11193 . 'I 111111fflke l IMi_ - ca _ I - a : L=F-Aag la ii az __}.....„ ORD[oN7CRIILLE 1 --t- 1 - -- --; i ...i, - gl i -- ihm 1 11d11- C f . EMM " H - , ........141 1.. 41 1 LI . N i d II I --r---. if I l k " I 6 4 itr MI 5 ' -0 " 40' p . H, 0- f,r pi ...„..E , - • 8 •-.3 - AI Emit FOR CONC. COIS. ••■■■.1 DOOR GUIDE FLUSH W/ WALL TILE MOTOR CONTROLS TO BE LOCATED ON ADJACENT WALL BRACE TUBE STEEL TO STRUCTURE COORD. EMBED PLATE LOCATION W/ROWNG GRILLE SUPPUER SEE STRUCTURAL PLANS DUSTING WALL 4 BASE JCPENNEY SUSPENDED CEILING RE REFLECTED CEIUNG PLAN FOR DETAILS. METAL STUD GAUGE, DESIGN BUILD BY G.0 5/8. GYP. BOARD JCPENNEY REFER TO STRUCTURAL DRAWINGS FOR FOOTING DETAIL CYLINDER LOCK 06 4-1/2" BOTTOM PLATE 7' CEILING SLOT OPENING SCALE: 3"=I-On MALL DEVELOPER CONSTRUCTION SHOWN DASHED, N.LC 5 TLIP. AT MIDDLE LEVEL SIM CONDITION t3E NERAL NOTES: 1. COORDINATE MOTOR LOCATION, POWER REQUII STRUCTURAL BRACING WM-I ROWNG GRILLE 2. COORDINATE ROWNG GRILLE CONTROL LOCAT SLAB AS EXISTING INTERIOR WAU. ASSEMBLY BEHIND EXTERIOR WALL CONSTRUCTION, REF. FLOOR PLANS FOR PARTITION TYPES NEW CONCRETE SHEAR WALL REFER STRUCTURAL DRAWING FOR DETAIL AND SECTIONS. JCPENNEY DETAIL a SCALE: N°=1'41" SECTION A SHEAR WA SCALE: 3/4"=1'-0" MALL" I=) DETAIL HEAD ILE RETE 5 w AL CH I" COLOR MALL FINISHED CEILING HEIGHT 13'-0" @ UPPER LEVEL CO JCPENNEY aair 2,c0- 43,itgfrt 1 AT REF. 01 & 02/A3.11 FOR FINISHES ftes FINISHED CEILING HOG 134' 0 MIDDLE J CPETkIN EY REF. 01 & 02/A3.11 FOR FINISHES 1- ACCORDION GRILLE 14' 0 5'41 1 /4" 3 / 4 mom urn NEI mum 5 A3.10 --- O.H. • '1" (A) °‘k 4-5'424 1 ' I is OWZ- C t 1 (2- 4 OV114)) 1 Le v sy - S t rJLALQ ROOF LEVEL ELEV. ailk 64.66' (FIELD VERIFY) ' UNE OF EXISTING JCP BUILDING MALL DEVELOPER CONSTRUCTION SHOWN DASHED, N.I.0 UT AGGLOMERATE PANEL A I'MALL MALL 16-6" A.F.F. MALL CLG N.I.0 FINISHED SOFFIT I HEIGHT - 9'-O" / CUT AGGLOMERATE PANEL A MIDDLE LEVEL F.F. 1" REVEAL COL R TO MA AGGLOMERATE ACCENT 111. JCPENNEY SIGN 3'-0" HIGH WITH STUD BLOCKING AN FRAMING AS REQUIRED CENTER WITHIN FIELD TIL SEE DETAIL 10470 2/A3.11 I 1 1 FINISHED SOFFIT I Ai HOGHT 9"-11 / V1V CUT AGGLOMERATE PANEL SEISMIC SOFFIT EXPANSION JOINT UPPER LEVEL 46.85' (FIELD VERIFY) 0 ID(P J UNE OF DUSTING JCP BUMP' MALL DEVELOPER SHOWN DASHED, I' MUM IEXPIRES: 01-29-10 1 15'-0" A.F.F. MALL CLG N.I.0 1/A3.11 CUT AGGLOMERATE PANEL SEISMIC SOFFIT EXPANSION JOINT F111/10 CNDAh1C11 IflIM H I 1" REVEAL COLOR 1 AGGLOMERATE ACCE JCPENNEY SIGN 2 HIGH WITH STUD BLOCKII FRAMING AS REQUII CENTER WITHIN RE SEE DETAIL 10470 1 METAL REVEAL TYP. ALL AROUND 2' X 2' AGGLOMERATE PANELS FIELD CUT INTO 3 EQ. ROWS 1' X 2' AGGLOMERATE PANELS B OVERHEAD ROWNG GRILL (TYP. U.N.0) 2' X 2' AGGLOMERATE PANELS A LOCATION OF MALL DEVELOPER S1RUCT. COLUMN B 1" REVEAL-1'10% 2 EQ. =' 4 1 METAL REVEAL TYP. ALL AROUND 1' X 2' AGGLOMERATE PANELS B 2' X 2' AGGLOMERATE PANELS FIELD CUT INTO 3 EQ. ROWS 1 X 2' AGGLOMERATE PANELS B OVERHEAD ROWNG GRILL (TfP. U.N.0) i3 2' X 2' AGGLOMERATE PANELS A LOCATION OF MALL DEVELOPER SIRUCT. COLUMN NJ.0 1' X 2' AGGLOMERATE REF. 01 & 02/A3.11 FOR FINISHES OVERHEAD ROWNG (TfP. U.N.0) LOCATION OF OVERflEAD ROWNG GRILL KEd PANEL OVERHEAD ROWNG GRILL (TYP. U.N.0) LOCATION OF OVER EAD ROWNG GRILL K P 11 M r REVEAL GRILL I 5'-0' BALCONY RAIL NOT IN SCOPE WESTFIELD SCOPE MALL ESCALATOR NOT IN SCOPEWESTHELD SCOPE -5/A3 10 - eI MALL ESCALATOR AND WALL NOT IN SCOPE WESTFIELD SCOPE SS:LS:13 Br1/91./9 ZSISIk13 E10/9143 REMA ; 1/A2.23 1/A2.13 REVEALS IN MALL CEILING NOT IN SCOPE MALL DEVELOPER SCOPE Satz: SEPA ATE PERMIT REQ IRED FOR: 1i :cm: Gas Piping Iumbing City of Tukwila BUILDING DIVISION 3'-0" WHITE IGN FIELD CENTERED_ c UPPER LEVEL FLOOR PLAN - ZONE 3 =La hr = r 21 0 r -macaw-. I r.rtcermer• "41 As *n. • TrTrTT•rrrrn:T.... . . ; MIDDLE LEVEL FLOOR PLAN - ZONE 3 REVEALS IN MALL CEILING NOT IN SCOPE MALL DEVELOPER SCOPE ot, LU 2 EQ. =4 cc 0 DUES -0 Mau I I _RECEIVED L I CID( 0 TUKVVILA JUN 27 ZUU8 PERMI CENTER OVERHED ROWNG GRILL . U.N.0) MAU_ CEILJIG LEVEL cj I ' II OVER GRILL L NEL 0:1Projects10-JCP102 Architectural thrall Store RemodelkSouthCentr-WA 06861CaddjcpscIA3.10.ciwg • H - - T•-•Gra,rm... 4/1108 FILE COPY Permit No. 1201 43 Plar review approval is subject to elms and omissicm. Approval of construction documents does not autficKzo the violation of any adopted code or ordinance. Re.ce'.7.1 of approved Field Cop and conditions i 3 acknowledged: BLI / / 042.4. covi4-4- Date:, 7 / 17 / 0 / City of Tukwila BUiLDING DIVISION REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan sut mittal and may include additional plan review fen. ISSUED/ REVISED DATE PERMIT ISSUE 11.20.07 BID ISSUE - ADDENDUM A 12.12.07 BULLETIN 4 03/31/08 MALL ENTRANCE DETAILS A3.10 c9:31:54 AM COPYRIGHT 2007 CALLISON ■ CALLISON Provided to Builders Exchange of WA, lnc. For usage Conditions Agreement see www.bxwa.com FINISHED CEILING HEIGHT — 13' -0' SUSPENDED CEILING RE: REFLECTED CEILING PLAN FOR DETAILS. METAL STUDS RE STRUCTURAL DRAWINGS FOR GAUGE SPACING INTERIOR WALL ASSEMBLY BEHIND EXTERIOR WALL CONSTRUCTION, REF. FLOOR PLANS FOR PARTITION TYPES NEW CONCRETE SHEAR WALL REFER STRUCTURAL DRWAING FOR DETAIL AND SECTIONS. SECTION (a) SHEAR WALL SCALE: 3/4" =1-0" N REFER TO STRUCTURAL DRAWINGS FOR FOOTING DETAIL I MALL MOTOR CONTROLS TO BE LOCATED ON ADJACENT WALL IN EH}HER LOCATION. 3E STEEL COLUMNBY OVERHEAD GRILL SUPPLIER — ANCHOR TO FLOOR AND BRACE TO STRUCTURE ABOVE FINISHED CEILING HEIGHT MAIN LEVEL 11' -11' 0 UPPER LEVEL SEE STRUCTURAL PLANS FOR FRAMING - DETAILS PROVIDE ACCESS TO MOTOR & EMERGENCY CHAIN OPERATION I JCPENNEYI 04 MALL DETAIL (i HEAD SCALE: 3 " =1-0" AGGLOMERATE 11LE 4" ON 1/2' CONCRETE BACKER BOARD SEE ELEVATIONS. DETAIL (r JAMB SCALE: 3/4 =1' -0' BRACE TUBE — "Cer STEEL TO STRUCTURE TOP MOUNTED MOTOR LOCATION COORDINATE WITH SUPPLIER r� 7- I ROLL UP DOOR ENDPT L 1 1 PAINT FIAT AEtK ANY STRUCTURwA�L. SURFACE THAT MAY BE VISIBLE FROM BELOW. TUBE STEEL BEYOND TRACK IN WALL BEYOND CYLINDER LOCK —\ CEILING SLOT OPENING T 03 DOOR TRACK FLUSH W/ WALL 1 03 I JCPENNEY LJ- W W _ A CC -CCca MALL N W CC OPEN'G SEE FLOOR PLAN 5/A3.1 0 SLOT IN CEILING EXISTING MALL CLG MALL JCPENNEY SIGN SEE DETAIL 10474 HNISHED SOFFIT HEIGHT 2X2 AGGLOMERATE PALNEL A 04 FINISHED FLOOR 03 SOFFIT I ROLLLING GRILLE DETAIL SCALE: 3/4 ° =1' -0" 06 06 2' X 2' AGGLOMERATE PANELS A 1' X 2' AGGLOMERATE PANELS B OVERHEAD ROWNG GRILL (TYP. U.N.0) 2' X 2' AGGLOMERATE PANELS A 2' X 2' AGGLOMERATE PANELS A 1' X 2' AGGLOMERATE PANELS B 1' X 2' AGGLOMERATE PANELS B 2' X 2' AGGLOMERATE PANELS A OVERHEAD ROLLING GRILL (1YP. U.N.0) // OVERHEAD R NG GRILL (TYP. UN.0) I'X2 AGGL0 ERATE P ELS B 2X TE P ELS A OVERHEAD RO NG GRILL . U.N.0) 1'X2 AGGLOMERATE PANELS B 2 X 2 AGGLOILERATE PANELS A JCS JCP 40' -0' nn ni ENTRANCE DETAIL - ELEVATION SCALE: 1/4"=I-0" RE` NEW TILE ........�..., FIN15 S CHE0UL = FOR SPECIFICAT1ON NEW 40' -0" FINISH OPENING 50' -0" MAL WIDTH FINISH SCHEDLI EFCRt:5PECIFICATto 40' FINISH OPENING 50' -0" MAL WIDTH 02 /A3.10 ENLARGED PLAN (a ENTRANCE (UPPER LEVEL) SCALE: 1/4' TICE TO 1HAIC#I..Ti�iE EX1ST1NGATIL' .•MALL ,-NEWTILE•TOMATCH-T t ENLARGED PLAN a ENTRANCE (MAIN LEVEL) SCALE: 1/4 "=1' -0" STING TTLt • • 3' -0' WHITE ILLUMINATED SIGN FIELD CENTERED. EIMM =ME =- 'I∎ III MA .= =1." 1 EER11111111111 0011 us' SIM 3' 0" WHITE ILLUMINATED SIGN HELD CENTERED. 3 3 D0 `I 3 OVERHEAD ROLLING GRIL (TYP. UEN.0) a 10 1- - C.OVE I C EOLV 9CR WILDING c +�v o� " sio� 1' X ' AGGLOMERATE PAN B 2' X 2' AGGLOMERATE AN A ROWNG GRILL (IYP. U.N. ) 1'XZPGGLOMERATE PANED 2' X2 ( AGGLOMERATE PANELS A 0 :1Projects10- JCP102 Architectural &c101 Store RemodellSouihCenter,WA40696103 Drawings1A3.10.dwg 11/28107 I I- 4 CE 03 rn Z cI CL LL 2 ❑o z0H 62 w . W , , O L A I z o -co Z 0 M+ J J U 0 0 N 0 a) II 0 N c) N El r cc 0) C 0 C s ra CO 41 Tr Cs/ CD U7 Tr Tr 01 01 ODCO CAD N LL ISSUED / REVISED DATE E C 0 t? PERMIT I PRICING ISSUE 11.20.07 CITY RECEIVED JUN 2 7 2008 PERMIT CENTER MALL ENTRANCE DETAILS A3.10 c1 :51:02 PM COPYRIGHT 2007 CALLISON 0:1Projects10- JCP102 Architectural Svc101 Store RemodellSouthCenter,WA#0696103 Drawings1A000_Coversheet.dwg 11/19/07 c5:16:21 PM COPYRIGHT 2007 CALLISON KEY PLAN / VICINITY MAP 1200 SOUTHCENTER SEATTLE, WA /y ' %Y% h` r .:. ....., : ...�.ra•rr / / / / •: :. y. /f %, x•• n "A f� / /�� :i.•: .,. ; ',! Y /' % .: :.{ ::'s:.':::^/ . ; .ti / !' :•: #;fyr3' 'y, : . r• j f! /""0•41:V/ ,, f !'A r :':Y% !f {!•,` /// .::;• • >:. ;. ;.: ..:.., :, 4y r' : w . ,.. f y;:f f,' . 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E er r- souTHCENT R ',r y/.r<,.� .. :: ; ;; ,�'; �r /r} /r: / f /f!,{ /r.' +bf :l { ., y / l rjfi;'y� ••4 y/ r / F /� / l / /f/l� / / /t .� � . /:: / r ���ri� / r � . �•�r / / /1 / , % � � /'./r!J :;/ /i Y {� fr/ •,1�r:r `;y..;.r ?! i� r�y:;;/ /, � .!. ':::� � � `> f< /:.. /�i • +�r>;f,.,;:,;.,.. / J�" %.r, /:, �.,�„ .,� /, r� f /f/1/� t� } { ; /�; / yj��.�'�f�! , /:•: r / , irk /il/ /rte r i ;r� / �� � +,ff /: ,�. /:r A..., . ��� •.y.�.y fl ',,$: •r / � � . � ��r SEATTLE WA 98188 2k. T.1 ; 'r ' STORE NUMBER #0696 ,) ! � .: s', 3 3 � ) m _r _- , ',- .;. -: = �.�. . . No� :S Sirzll ;� ( Ur l�i� ", si � j i �i V1,`i ���' t�. n( It} C�i ot 1 . I � '�J �3i.)IIL'�[Il �.rts/1S8C3d`t. N(7TE: R t�vi�ivn..vvill rO�t�itY;�Yt�v €1�1 � �.1� ��n� may inc3l;ri� �3d;?ifinn:al plan review $�� _______., MATERIAL SYMBOL LEGEND ABBREVIATIONS GENERAL NOTES CODE COMPLIANCE DATA LIST OF DRAWINGS z "' - °1 a a - LL `' a, ` F w r „ & And F. FACE Angle F.A. FIRE ALARM An le @ B < At F.B. F Centerline F.D. FLOOR DRAIN # D iameter or Rou FDN. FOUNDATION F.E. FIRE EXTINGUISHER Pl > Pound or Number F.E.C. FIRE EXTINGUISHER CAB F.H.C. FIRE HOSE CABINET FIN. FINISH ACOUST. ACOUSTICAL FL. FLOOR A.C. AIR CONDITIONING FLASH. FLASHING A.D. AREA DRAIN FLUOR. FLUORESCENT ADJ. ADJUSTABLE F.O.C. FACE OF CONCRETE AG AGGRE F.O.F. FACE OF FINISH AL. ALUMINUM F.O.S. FACE OF STUDS APPROX APPROXIMATE FPRF. FIREPROOF ARCH. ARCHITECTURAL F.S. FULL SIZE ASB. ASBESTOS FT. FOOT OR FEET ASPH. ASPHALT FTG. FOOTING ABV. ABOVE FRZR. FREEZER BD . BOARD FURR. FURRING FUT. FUTURE BITUM. BITUMINOUS BLDG. BUILDING GA. GAUGE BLK. BLOCK GALV. GALVANIZED BLKG. BLOCKING GEN. GENERAL BM. BE G.B. G RAB B AR B.W. BOTH WAYS G G LASS BOT BOTTOM GND GROUND BRKT. BRACKET GR. GRADE GYP. GYPSUM CAB CABINET C.B. CATCH BASIN C E M. CE MENT H. HO SE BIB CER CERAMIC H.C. HOLLOW CORE C.I. CAST IRON HDWD. HARDWOOD C.G. CORNER GUARD HOW. OR HDWR.HARDWARE C.J. CONTROL JOINT H.M. HOLLOW METAL CLG. CEILING HORIZ. HORIZONTAL CLKG. CAULKING HR. HOUR CLO. CLR. CLEAR C.O. CASED OPENING I.D. INSIDE DIAMETER OR DIMENSION COL. COLUMN INSUL. INSULATION C.M.U. CONCRETE MASONRY UNIT INT. INTERIOR JT. HEIGHT CONTINUOUS HGT. CONT. CLOSET CONC. CONCRETE I.M. ICE MAKER CONN. CONNECTION CONSTR. CONSTRUCTION JAN. JANITOR JOINT CONTR. CONTRACTOR CORK. CORRIDOR KIT. KITCHEN CTSK. COUNTERSUNK LAB. LABORATORY CNTR. COUNTER LAM. LAMINATE CTR. CENTER PRCST. PRE -CAST PL. PLATE P. LAM. PLASTIC LAMINAT PLAS. PLASTER PL YWD. PLYWOOD PR. PAIR PT. P O INT P.T.D. PAPER TOWEL DISPENSER P.T.D. /R COMBINATION PAPER TOWEL DISPENSER & RECEPTACLE PTN. PARTITION P.T.R. PAPER TOWEL RECEPTACLE Q.T. QUARRY TILE R. RISER RAD. RADIU R.D. ROOF DRAIN REF. REFERENCE RFGR. REFRIGERATOR RGTR. REGISTER REINF. REINFORCEMENT R REQ REQUIRED RESIL. RESILIENT RM. ROOM R.O. ROUGH OPENING RWD. RED R.W.L. RAIN WATER LEADER S . S.C. SOLID CORE S. C.D. SE AT COVER DISPENSER SCH. SCHEDULE S.D. SOAP DISPENSER SECT. SECTION 5H. SHELF SHWR. SHOWER SHT. SHEET 51M. S.N.D. SANITARY NAPKIN DISPENSER S.N.R. SANITARY NAPKIN RECEPTACLE SPEC. SPECIFICATION SQ. SQUARE STD. SIMILAR S.STL. STAINLESS STEEL S.S. SERVICE SINK STA. STATION STANDARD ST STEEL STOR. STORAGE STRUC STRUCTURAL SUSP. SUSPENDED SYM. SYMMETRICAL T. OR TRD. TREAD T.B. TOWEL BAR T.C. TOP OF CURB OR TRASH COMPACTOR TEL TELEPHONE TER. TERAllO T. & G THICK TONGUE & GROOVE T.P. TOP OF PAVEMENT T.P.D. TOILET PAPER DISPENSER TV. TELEVISION T.W. TOP OF WALL TYP. TYPICAL .. UNF. UNFINISHED U.N.O. UNLESS NOTED OTHERWISE UR. URINAL VAC. VACUUM VERT. VERTICAL VEST. VESTIBULE W. WEST W/ WITH W.C. WATER CLOSET WDO WITHOUT WP. WATERPROOF WSCT. WAINSCOT WT. WEIGHT W.W.F. WELDED WIRE FABRIC W.R. WATER RESISTANT - 1. ALL WORK SHALL BE IN STRICT ACCORDANCE WITH LOCAL BUILDING CODES AND ORDINANCES. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION OF ANY ITEM SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED ALL PLANS AND ANY OTHER DOCUMENTATION FROM ALL OF THE PERMITTING AND ANY OTHER REGULATORY AUTHORITIES. FAILURE OF THE CONTRACTOR TO FOLLOW THIS PROCEDURE SHALL CAUSE THE CONTRACTOR TO ASSUME FULL RESPONSIBILITY FOR ANY SUBSEQUENT MODIFICATION OF THE WORK MANDATED BY ANY REGULATORY AUTHORITY. 2 THE A.I.A. AA 201, GENERAL CONDITIONS SHALL APPLY AS IF HEREIN WRITTEN. 3 CONTRACTOR WILL BE HELD TO HAVE STUDIED THE DRAWINGS, TO HAVE VISITED THE SITE, AND TD HAVE SATISFIED HIMSELF REGARDING ALL EXISTING CONDITIONS UNDER WHICH HE WILL BE OBLIGED TO OPERATE. 4. CONTRACTOR TO FIELD VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN FOLLOWING DEMOLITION. ALL SIGNIFICANT VARIATIONS SHOULD BE REPORTED TO THE ARCHITECT. 5. ALL BUILDING MATERIALS SHALL BE NONCOMBUSTIBLE AND CONFORM TO TYPE OF CONSTRUCTION LISTED. 6. ALL WORK SHALL COMPLY WITH APPLICABLE STATE AND LOCAL CODES AND ALL NECESSARY LICENSES AND PERMITS SHALL BE OBTAINED BY THE CONTRACTOR AT HIS EXPENSE UNLESS PREVIOUSLY OBTAINED BY THE OWNER 7. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATIONS OF ALL UTILITIES WITHIN THE LIMITS OF THE WORK PRIOR TO THE START OF SITE WORK. ALL DAMAGES MADE TO THE EXISTING UTILITIES BY THE CONTRACTOR SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 8. ALL DIMENSIONS SHOWN ARE TO FINISH FACES OF CONSTRUCTION. U.N.O. 9. THE PROJECTED AREA IS UNOCCUPIED AND WILL REMAIN UNOCCUPIED DURING CONSTRUCTION. ADJACENT AREAS WILL REMAIN IN USE AND OCCUPIED, 10. PROVIDE AND INSTALL ALL NECESSARY PROTECTIVE DEVICES REQUIRED TO PROTECT ANY OWNER'S FURNISHED EQUIPMENT INSTALLED PRIOR TO THE COMPLETION OF THE WORK 11. CONTRACTOR SHA COORDINATE ALL DELIVERIES AND ACCESSIBILITY TO BUILDING FOR ALL ITEMS. 12. CONTRACTOR SHALL KEEP THE PREMISES FREE FROM ACCUMULATION OF WASTE MATERIALS OR RUBBISH CAUSED BY HIS OPERATIONS. AT THE COMPLETION OF THE WORK HE SHALL PERFORM A FINAL CLEAN -UP, INSIDE AND OUT CLEAN ALL GLASS SURFACES AND LEAVE THE PROJECT AREA CLEAN. 13. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF EXISTING AND NEW WORK. ANY WORK DAMAGE FOR ANY REASON SHALL BE REPLACED AT NO COST TO THE OWNER. 14. SUBSTITUTIONS, REVISIONS OR CHANGES MAY BE ALLOWED ONLY IF SUCH ITEMS ARE SUBMITTED TO THE OWNER/ARCHITECT IN A TIMELY MANNER IN WRITING AND SUBSEQUENTLY APPROVED BY THE OWNER/ARCHITECT IN DESIGN AND PERFORMANCE. THE CONTRACTOR IS LIABLE FOR REPLACEMENT, REPAIR AND DELAYS CAUSED BY ANY UNAUTHORIZED SUBSTITUTION. THE OWNER/ARCHITECT RESERVES THE RIGHT TO REJECT THE SUBSTITUTION FOR ANY REASON. 15. CONTRACTOR SHALL NOT SCALE DRAWINGS - LARGER SCALE DRAWINGS AND DETAILS SHALL TAKE PRECEDENCE OVER SMALLER REFERENCED DRAWINGS AND DETAILS. 16. THE CONTRACTOR SHALL ARRANGE A PRE - CONSTRUCTION COORDINATION MEETING WITH ALL SUBCONTRACTORS PERFORMING WORK IN COMMON AREAS, SPECIFICALLY TO COORDINATE PROPER LOCATION AND ALIGNMENT OF MEP DEVICES WITH ARCHITECTURAL FLOOR PATTERNS, ELEVATIONS AND CEILINGS (I.E.) SPRINKLER HEADS SMOKE DETECTORS, DIFFUSERS, STATIONS, SWITCHES, DEVICES, DETECTORS RETURN AND SUPPLY DIFFUSERS FA PULL STATIONS LIGHT SWITCHES ELECTRICAL DEVICES T HERMOSTATS, ANNU NCIATOR PANE ETC.). 1, BUILDING CODE: Number Sheet Title Latest Issue 1LG % %LG %/j(1 COMMON BRICK i STEEL IN SECTION ARCHITECTURAL DRAWINGS A000 COVER SHEET & PROJECT INFORMATION 11-09-07 A2.10 OVERALL PLAN - MAIN LEVEL 11 -09 -07 A2.11 DEMOLITION PLAN - MAIN LEVEL 11 -09 -07 /x2,12 CONSTRUCTION PLAN MAIN LEVEL 11-09-07 A2.13 REFLECTED CEILING PLAN MAIN LEVEL 11 -09 07 A210 FLOOR PLAN - UPPER LEVEL 11-09-07 A2.21 DEMOLITION PLAN - UPPER LEVEL 11 09 07 AZ.Z2 CONSTRUCTION PLAN -UPPER LEVEL 11 -09-07 A2.23 REFLECTED CEILING PLAN - UPPER LEVEL II -09 -07 A3.10 MALL ENTRANCE DETAILS 11 -09 -07 A6.10 JC PENNEY STANDARD DETAILS 11-09-07 A6.20 JC PENNEY STANDARD DETAILS 11 -09 -07 STRUCTURAL DRAWINGS 2006 INTERNATIONAL BUILDING CODE 2006 WASHINGTON STATE BUILDING CODE 2006 INTERNATIO MECHAN C ODE 2006 INTERNATIONAL FIRE CODE 2. SCOPE OF WORK: s\\ \\ FACE BRICK ' ' ' STAINLESS STEEL OR ALUMINUM : ' "" °*"�"� SHEET METAL (ALL METALS - SMALL I d jllr In f i l r l 11lI II 111111i1' CONCRETE MASONRY I;ti:.: - -,� l.__-. CAST OR CUT STONE METAL IN ELEVATION EXISTING TENANT IMPROVEMENT TO INCLUDE NEW & MODIFIED ELECTRICAL SYSTEM, WIRING, SOME MINOR CEILING & WALL LAYOUT CHANGES a CONSTRUCTION TYPE: MARBLE J44 CAST IRON - ,.; ;. ., • :.: CONCRETE CERAMIC TILE TYPE MB, UNPROTECTED NON- COMBUSTILE (TABLE 600)- EXISTING 4. OCCUPANCY GROUP: f Ir �1r ,. ; 11 II- 11•- 11= 11 =11= EARTH GRAVEL QUARRY TILE GROUP M (MERCHANTILE) - EXISTING 5. AREA: 63460 SQ. FT. FIRST LEVEL 62903 SQ. FT. _- I :a'?' �. ' ad RESILIENT TILE Cr) M N CA CI m O x- 00 J N O c O +' = E Q ci 7 E O 0 Tr 04 0 V Q [i d' d' p Z } t co co •- 7 0 N N CO q j O tQ co co U _, O "' O O Q Chi N N 0 T co I- LL. CARPET &PAD SECOND LEVEL 126363 SQ. FT. GROSS AREA 6 HANDICAP ACCESSIBILITY: SAND S-001 STRUCTURAL NOTES PARTIAL FRAMING PLANS 11-09-07 S -002 ELEVATION , SECTIONS AND DETAILS 11-09-07 MECHANICAL DRAWINGS WOOD (ROUGH) - PLASTER ON MTL. LATH WOOD (BLOCKING) GYP. BOARD (A) THIS TENANTS SPACE IS DESIGNED TO BE FULLY ACCESSIBLE TO ALL AREAS OCCUPIED BY THE PUBLIC AND ACCESSIBLE EMPLOYEE WORKING AREAS HAVE BEEN PROVIDED. (B) TO THE BEST OF THE TENANTS ARCHITECT'S KNOWLEDGE AND BELIEF, THIS CONFORMS TO ALL APPLICABLE PROVISIONS OF ANSI - 117.71 AND IBC CHAPTER II. STORIES: (2) TWO SEPARATE PERmr AND -' RPPRDa ' ' RE QUIRED SEPARATE PERMIT P re echaniC� �� REQUIRED FOR ' �EIBCt�IC�� lambing ( G aS Plpl C' o f Tukwila Bl11L DIVISION MI00 MECHANICAL SCHEDULES II -09 -0 M201 MALL LEVEL HVAC PLAN II -09 -07 M202 PARTIAL UPPER LEVEL HVAC PLAN II -09 -07 M501 MECHANICAL DETAILS II -09 -07 ELECTRICAL DRAWINGS �/ WOOD (FINISH) SOLID PLASTER PARTITION �- - - - - ° ° PLYWOOD TERRAllO == '" INSULATED PART. SOUND OR THERMAL INSULATED PART. SOUND OR - -= ,+�t��������itime THERMAL EXPOSED AGGREGATE WOOD FRAME PARTITION E100 ELECTRI SYMBOLS II -09 07 E101 ELECTRICAL SYMBOLS 11 -09 -07 E301 LOWER LEVEL FLOOR PLAN GENERAL & ACCENT LIGHTING II -09 -07 E302 UPPER LEVEL FLOOR PLAN GENERAL & ACCENT LIGHTING II -0 -07 LEVEL FLOOR PLAN FIRE ALARM SOUND & PAGING INTRUSION II -09 -07 E401 LOW VAN E402 UPPER LEVEL FLOOR PLAN FIRE ALARM SOUN & PAGING INTRUSION 11-09-07 E501 r LOWER 8, UPPER LEVEL FLOOR PLAN POWER 11-09-07 E701 ELECTRICAL DETAILS II 09 -07 E702 ELECTRICAL DETAILS 11 -09 -07 E70 ELECTRICAL DETAILS - - E704 ELECTRICAL DETAILS 11 -09 -07 FILE COPY Permit Nor If Pull^ review approval is subject to errors and omissions. Approval of construction documents d not authorize the violation of an adopted code documents does o ordinance. t Receipt r� of approved Field Copy and dit i ons is ac �� B ' �ze� . ' . SOUTH CEMENT TOPPING STEEL SHAPES r`. _ ' - . ' RIGID INSULATION % � � i CAST IR �Ijljij�jljljil BAIT OR BLANKET INSULATION - EXTRUDED SHAPES Ih. OR COMPOSITE � • /IL BREAK METAL SHAPES RUBBER OR NEOPRENE 4:PID Cr) 4:10 Vik '' cc° w co CV CV H w Ce a / � � �;%�LLLLL� BRASS OR BRONZE I II I I I I I I I SHEATHING LIL - RE FERENCE SY MBOL LEGEND DRAWING TITLE I SH EET NO. 1/A301 LAV. LAVATORY LKR. LOCKER E RESPONSIBILITY SCHEDULE CORRESPONDENCE - A/A311 SECTION 1 A301 D. DRYER DBL. DOUBLE LT. LIGHT DEPT. DEPARTMENT D.F. DRINKING FOUNTAIN M ACH . MACH DTL DETAIL MAX. MAXIMUM . . DIA. DIAMETER MC MEDICINE CABINET DIM. DIMENSION MECH. MECHANICAL DISP. DISPENSER MEMB. MEMBRANE DN. DOWN MTL. METAL D.O. DOOR OPENING MFR. MANUFACTURER DR. DOOR MH. MANHOLE DWR. DRAWER MIN. MINIMUM DS. DOWNSPOUT MIR. MIRROR D.S.P. DRY STANDPIPE MISC. MISCELLANEOUS DWG. DRAWING M.O. MASONRY OPENING DW. DISHWASHER MTD. MOUNTED MUL. MULLION E EAST MW. MICROWAVE E.J EACH E.J- EXPANSION JOINT N. NORTH EL. OR ELEV. ELEVATION N.I.C. NOT IN CONTRACT ELEC. ELECTRICAL N0. OR # NUMBER ELEV'R ELEVATOR NOM. NOMINAL EMER. EMERGENCY N.T.S. NOT TO SCALE ENCL. ENCLOSURE E.P. ELECTRICAL PANELBOARD O.A. OVERALL EQ. EQUAL OBS. OBSCURE EQPT. EQUIPMENT O.C. ON CENTER E.W.C. ELECTRIC WATER COOLER O.D. OUTSIDE DIAMETER /DIMENSION EX. EXISTING OFF. OFFICE E/R EXISTING OPNG. OPENING DXPO. EXPOSED OPP. OPPOSITE EXP. EXPANSION D.T.D. OUT -To -DATE EXT. EXTERIOR - - - 00 W � M I- - = W Q .� ♦q V♦ DESCRIPTION OF MATERIAL FURNISHED BY INS1 ALLED BY BY BY OTHER NOT REQUIRED BY ALLOWANCE ARCHITECT - .. -- - � Date' ,l JCP GC JCP GC OTHER DOORS, FRAMES AND HARDWARE _ DOORS, FRAMES A HA AT FITTING ROOMS FLOOR TILE, BASE AND MARBLE THRESHOLDS AT SALON RESTROOM (SECTION 09300) PORCELAIN FLOOR & WALL TILE AS SCHEDULED TILE SETTING MATERIALS ( SETTING BED, GROUT, JOINT SEALER FOR TOILETS & SALON, METAL EDGE STRIPS) AS SCHEDULED RESTROOM MARBLE THRESHOLDS (SECT ION 0 FLOOR CONCRETE FLOOR SEALERS DOMESTIC WATER HEATERS (DIV._ - 15) FLOORING - CARPET _ FLOORING VCT (SECTION 09650) FLOORING VINYL BASE (SECTION 09650) ACOUSTICAL CEILING TILE ACOUSTICAL CEILING GRID CA ACOUSTICAL CEILING GRID AND TILE HANGERS, CLIPS AND ACCESSORIES PAINTING INTERIOR SALES AREAS EXCEPT OFFICE, RESTROOM AND STOCK AREAS WALL OILET PARTITIONS SECTION 09950) (EXCEPT ESCALATOR AREAS) - - - - - - - - TOILET ACCESSORIES HVAC CONTROLS AND INSTRUMENTATION EMS /DDC (SECTION 15900) STING & AIR TEIR BALANCING ... LIGHTING FIXTURES AND LAMPS (DIVISION 16) LIGHTING FIXTURES ACCENT (DIVISION 16) LIGHTING FIXTURES SPECIALTY (DIVISION 16) SPARE LAMPS, LIGHTING FIXTURE FUSES AND BALLAST'S SOUND SYSTEM SPEAKERS, MIC BACK BOXES AND VOLUME CONTROLS (DIVISION 16) PLUMBING FIXTURE ROUGH -IN & FINAL CONNECTIONS (DIV. 15) P LUMBING FIXTURES (SECTION 15300) - )( X X X X X X X X X X - - X - .. - - X X X X X X X X X X X X X X X X - - - - X X X X X X X X X - - __ _- - ... . . CALLISON RECORD ARCHITECT: M L, A MARTIN HILL, IA 1420 FIFTH AVENUE #2400 SEATTLE, WASHINGTON 98101 -2343 CONTACT: NICOLE PIPKIN 2325 N. AKARD STREET DALLAS, TEXAS 75201 PHONE: (214) 446 -0950 FAX: (214) 446 0951 __ . City �'°' t BUILDING DIVISION ELEV /SHT DETAIL INTERIOR ELEVATION SECTION DETAIL MARKER / DOOR NO. _ X - �- A ' +a+ve� caranY --e . ,... r Q W CL CNi 100 A.F.F HEIGHT MECANICAL ENGINEER KYLE FISHER M- RETAIL ENGINEERING 750 BROOKSEDGE BLVD. WESTERVILLE, OH PHONE: (614) 818 2323 KFISHER @M- CORPORATIONS.COM ` ��' i.n , : .; ,, :. �,., Lneral s �{ tontot•tnuat� with ti,c fitlJa.iine, a.xnuv.l•l .zlicti a rn <•� ! ' ru w tts of � torts t he I nter>natio tttai ;ding Code ,;t i + ; - i "' '''' * t� ++r Pru�� aiuttt a o r the lntwn Building C '�. (ititrt~. "+ #j +� ioau{ is at + uircrteet. w ' a to the r corsair' 'S le for conformance with all IiCabl¢ ro d �n� � uourdn t , , r u c +tae< +'s E"�i """c° t1 Rcc"rd °� t" i the laws a t he I f�risdicYiWt 4114 she �Mt of Nuhi W1. governing ,9ttrisdiction 0 �" i., �) a ay ' t) n A y 7 Date (•Z 1, MD Mt 4b iNC n i' t, �'r Code Revirw Coraoltsut di rD ELEVATION MARKER - � REVISION INDICATION An TYPE X.. - X X X - -...- X X X X X X STRUCTURAL ENGINEER KARL G, KOLB, P.E., S.E. 1 COFFMAN ENGINEERS I # STREET 500 10 NORTH POST STRE SPOKANE, WA 99201 PHONE: (509) 328 -2994 KLOB @COFFMAN.COM CLG TYPE CEILING DATUM HT AFF ISSUED /REVISED DATE /PRICING ISSUE 11.19.07 COLUMN NO ROOMNAME [I0o I R OOM /DEPARTMENT NUMBER Q F IRE EXTINGUISHER OWNER REPRESENTATIVE JCPENNEY KEITH LAB ARR /GIOVANNI MAYORGA 6501 LEGACY DRIVE PLANO, TEXAS 75204 - 3698_ HONE: 1756 - - P 972 431 EC ED 2 n07 i CONTACT: PERMIT I ! CEN c b_I-- LT c `v j F COVER SHEET & PROJECT .JI l Nov 29 2001 INFORMATION A000 REID M DDLE 0:1Projects10- JCP102 Architectural Svc101 Store RemodellSouthCenter,WA#0696103 Drawings1A000_Coversheet.dwg 11/19/07 c5:16:21 PM COPYRIGHT 2007 CALLISON - r.:. .• 7 4 3 f0 i #r df + . i i ' ffi .' . t f f Vi i:.. f '. r i' • • m - t fir" -6.... :::• a1t10:$COPi la : r: r" '=i:�;: - .. SP f 1 • } • 764 51 T1 764 Err 5 OYa* PWiELS 1-1 1 R1 S1 1 T1 764 OOIA110 09.10 764 03IA110 40.0" NEWOPENING ■ }ALLEGE try- - r 11 01/A3.O1 Y1 764 2.34 NEW MALL ENTRANCE NYT-4340 lL x x a R an 1 1. 1 ��'� A'" 7 n r 01 SCOPE OF WORK - MAIN LEVEL SCALE: 1/16 -1 -0 co • W (.0 < - 1 0_ LL U • ti } < H Z W . W _J r z 0 J J ISSUED / REVISED DATE PERMIT / PRICING ISSUE 11.19.07 RECEWED NOV 2 7 2007 PEPIMI GEI c r�r SCOPE OF WORK MAIN LEVEL A2.10 Cr) N r" 0 co rn 0 • .4- N 0 co co (O c of d- d- 0 c c N 0 ▪ • N N CO I— LI O:IProjects\O- JCP102 Architectural Svc101 Store Remodel\SouthCenter,WA#0696103 Drawings1A2,10_OVERALL.dwg 11/19/07 40:12:10 AM COPYRIGHT 2007 CALLISON it i • I G` - 711 SHOES OUT OF SCOPE CARPET 06 CARPET DEMOLITION GENERAL NOTES: 1. WHETHER INDICATED OR NOT, LIFE SAFETY SYSTEMS SUCH AS FIRE SPRINKLER, FIRE ALARM SYSTEM, AND EMERGENCY LIGHTING SYSTEM SHALL BE ADJUSTED AS NECESSARY AND AS REQUIRED TO MEET CODES IN COORDINATION WITH THE ENTIRE BUILDING. 2. PATCH AND REPAIR ALL CONSTRUCTION IN THE AREAS OF DEMOLITION, AS NECESSARY TO ACCOMMODATE NEW WORK AND FINISHES. REPAIR SALES AREA WALLS ONLY AS NECESSARY FOR SKINWALLL INSTALLATION, 3. PERFORM ALL NEW WORK INDICATED, AND SUCH ADDITIONAL WORK AS NECESSARY TO ACCOMPLISH A COMPLETED PROJECT. COORDINATE NEW WORK WITH ARCHITECTURAL PLANS AND SCHEDULES, DISPLAY CASEWORK DRAWINGS, AND OWNER'S PURCHASE ORDER. 4. DRAWINGS ARE SCHEMATIC. EXTENT OF DEMOLITION SHOWN IS APPROXIMATE, FIELD VERIFY. 5. SEE ELECTRICAL DRAWINGS FOR DEMOLITION RELATED TO ELECTRICAL. 6. SEE PLUMBING DRAWINGS FOR DEMOLITION RELATED PLUMBING. 7. SEE MECHANICAL DRAWINGS FOR DEMOLITION RELATED TO MECHANICAL. 8. MAINTAIN ADEQUATE SUPPORT, INSULATION, WATERPROOFING, EMERGENCY LIGHTING, SECURITY, ALARMS, ETC, FOR ALL ITEMS OR PARTS OF ITEMS, WHICH ARE TO REMAIN. 9. REMOVE SURFACE FINISHES AND PREP SURFACES TO PROVIDE FOR PROPER INSTALLATION OF NEW WALL WORK AND NEW FINISHES, REMOVED SURFACE FINISHES ARE TO INCLUDE EXIST MIRRORED WALLS, TRIM, CASEWORK, SLATWALL, AND BASES WHERE NEW FINISHES ARE TO BE INSTALLED. 10. ANY EXISTING RECESSED FIRE EXTINGUISHER CABINETS IN WALLS TO RECEIVE NEW FINISHES WILL BE REMOVED AND REINSTALLED AS NECESSARY; AND PAINTED TO MATCH ADJACENT SURFACE. 11. EXISTING CONSTRUCTION TO REMAIN IS SHOWN WITH SCREENED LIGHT LINES. 12. CONSTRUCTION TO BE REMOVED IS SHOWN WITH DASHED LINES. 13, REMOVE EXISTING FIXTURES AND SHOWCASES AS REQUIRED BY JCP SUPPLIED FIXTURE PLANS AND DECOR DRAWINGS, COORDINATE. VERIFY SALVAGE OF FIXTURES AND SHOWCASES WITH OWNER. 14. UPON REMOVAL OF ANY COLUMN ENCLOSURE, CONTRACTOR WILL BE RESPONSIBLE TO RELOCATE, CAP OR REMOVE EXISTING ELECTRICAL OUTLETS, J -BOXES OR THERMOSTATS AS REQUIRED. 0 NEW MALL ENTRANCE 15. REMOVE ALL FIXTUREWORK COLUMN ENCLOSURES INCLUDING ASSOCIATED STANDARDS, HARDWARE, AND BASE. COLUMNS WITH MIRRORS ON FOUR SIDES SHALL REMAIN WITH ASSOCIATED STANDARDS. PATCH AND PAINT COLUMN AS REQUIRED. INSTALL NEW BASE ON ALL SIDES OF ALL COLUMN ENCLOSURES. REMOVE OR CAP EXISTING ELECTRICAL DEVICES AS REQUIRED. 16. SECURITY VIEW WINDOWS TO BE REMOVED AND CLOSE THE OPENING BY APPLYING NEW GYP. BOARD FLUSHED WITH EXISTING GYP, BD. AS REQUIRED. 17. CAP, REMOVE OR RELOCATE ANY ELECTRICAL POWER ANDIOR DEVICE AS REQUIRED. 18. REMOVE ALL EXISTING CEILING TILE. SAVE CLEAN AND UNDAMAGED PIECES AND REUSE AS DIRECTED BY JCP.. 19. REMOVE EXISTING FIRE EXTINGUISHERS & RE -USE AS REQUIRED, 20. ANY ELECT. OUTLET IN NEW CARPET AREAS TO REMAIN SHALL RECEIVE NEW FLUSH PLATE. 21. EXISTING HEADER BRACKETS TO BE RE -USED THROUGHOUT. PAINT TO MATCH WALLS. 22. ALL DOORS TO BE REMOVED INCLUDE REMOVAL OF FRAME & ALL ASSOCIATED COMPONENTS. 23. RE -USE MAIN RUNNERS & INTERMEDIATE T WHERE POSSIBLE AT NEW CEILING AREAS. 24. CONTRACTOR TO REVIEW SITE FOR FAMILIARIZATION WITH THE PROJECT SCOPE PRIOR TO SUBMITTING BID. 25. PATCH ANDIOR REPAIR ALL EXISTING FIRE PROOFING DISTURBED DURING DEMOLITION TO MAINTAIN REQUIRED RATING. 26, DURING THE DEMOLITION PORTION OF THIS PROJECT, THE JCPENNEY DEPARTMENT STORE IS TO REMAIN OPERATIONAL AT ALL TIMES. PROVIDE TEMPORARY BARRICADES, PEDESTRIAN ACCESS WAYS, AND PROTECTION AS REQUIRED, COORDINATE WITH JCP PROJECT REPRESENTATIVE, LANDLORD,FIRE DEPARTMENT, AND LOCAL CODES. FIRE SPRINKLER SYSTEM FOR JCPENNEY TO REMAIN FULLY FUNCTIONAL AT ALL TIMES. 27, G.C. TO PROVIDE ALLOWANCE FOR 100 SPRINKLER HEAD AS A PART OF BASE BID. CONTRACTOR TO COORDINATE WITH JCP DURING THE REMOVAL PROCESS OF THE HEADS FOR COUNT CALCULATION. 28. CONTRACTOR TO COORDINATE WITH JCP DURING THE REMOVAL & INSTALLTION OF THE DOUBLE DECK STOCK 29. PERFORM WORK IN A MANNER TO MAINTAIN FIRE RESISTANCE AT ALL EXISTING RATED CONSTRUCTION. DEMOLITION KEYNOTES: REMOVE EXISTING CARPET AND PATCH SUB FLOOR AS REQUIRED TO RECEIVE NEW FLOOR FINISHES AS SCHEDULED. Q REMOVE EXISTING STRUCTURAL COLUMN AS SHOWN IN THE DEMOLITION PLAN. PATCH AND REPAIR TO RECEIVE NEW CONSTRUCTION. O REMOVE EXISTING WALL CONSTRUCTION AS SHOWN (SHOWN DASHED), a CONTRACTOR TO REMOVE EXISTING DEMISING WALL. PATCH AND REPAIR AS REQUIRED TO RECEIVE NEW CONSTRUCTION. O REMOVE EXISTING HEADER PANELS AND ASSOCIATED COMPONENTS (EGG CRATE, LENS, & BRACKETS,) CONTRACTOR TO PATCH AND REPAIR AS REQUIRED, CONTRACTOR TO REMOVE SALVAGE FOR REUSE ALL EXISTING BRACKETS AND LIGHTING THAT IS REMOVED. • REMOVE EXISTING DOOR, FRAME AND ALL ASSOCIATED COMPONENTS. CONTRACTOR TO PATCH AND REPAIR AS REQUIRED TO RECEIVE NEW CONSTRUCTION. O REMOVE EXISTING FITTING ROOM PARTITION, FINISHES (WALLS & FLOOR), DOORS AND ALL ACCESSORIES. AS SHOWN DASHED. EXISTING FIXTURES (BENCHES AND MIRRORS) TO BE REMOVED & SALVAGED FOR FURTHER DIRECTION FROM JCP.REMOVE EXISTING FITTING ROOM FINISHES (WALL & FLOOR). PATCH AND REPAIR AS REQUIRED. G. C. TO REFINISH ACCORDING TO THE JCP DECOR PACKAGE. 0 CONTRACTORS TO VERIFY ALL FIXTURE WORK AND TRIM ON COLUMNS AT SALES AREAS FOR DEMOLITION, REFER TO MWD #54A (SHEETA6.10) AND REPAIR AS REQUIRED, ALL EXISTING FULL HEIGHT MIRRORS ON COLUMNS ARE TO REMAIN, U.N.O. O REMOVE EXISTING FIXTURE WORK, HARDWARE, SLATWALL, MILL WORK UNITS, CARPET WALLS AND BASE TO ALLOW FOR NEW CONSTRUCTION. RELOCATE OR TERMINATE ANY ELECTRICAL ( REFER TO MEP DRAWINGS). O CONTRACTOR TO REMOVE CEILING COMPONENTS WHERE SHOWN. REMOVE ANDIOR RELOCATE LIGHTING AND HVAC ASSOCIATED WITH NEW REMODELED AREA, REFER TO MEP DRAWINGS AND ARCHITECTURAL DRAWINGS FOR EXTENT OF WORK 11 REMOVE EXISTING CASH WRAPS. CONTRACTOR TO COORDINATE WITH PLAN AND JCP FOR RELOCATING. RELOCATE, TERMINATE OR PROVIDE NEW ELECTRICAL AS REQUIRED. CONTRACTOR TO VERIFY THAT POWER, TELEPHONE OR POS IS AVAILABLE FOR EACH LOCATION, FINAL TELEPHONE OR TELEPHONE HOOK -UP BY OTHERS. 12 RELOCATE EXISTING ELECTRICAL PANELS REFER TO ELECTRICAL DRAWINGS. DEMOLITION LEGEND E/M d = EXISTING WALLS AND DOORS TO BE DEMOLISHED EXISTING CARPET AISLE LINES TO BE REMOVED EXISTING CASHWRAPSI SHOWCASES/ FIXTURES TO REMAIN AS IS E _/ \J EXISTING CASHWRAPSI SHOWCASES/ FIXTURES TO BE REMOVED OR RELOCATED EXISTING AREA TO WHICH LIMITED SCOPE OF WORK APPLIES L__1 E/M E/M DM — FIXTUREWORK AND I OR HARDWARE (TO BE REMOVED) EYiSiit1C GLEC1 CriI. h'. "+pl l,5 - 1 : F' 1 . 1 : 1 1 . I. : I r - I 1 J • I � I i 1 . I 1[1.1 11 1 II I 1 E/M COLUMN WITH EXISTING MIRROR AND STANDARDS AT FOUR SIDES TO REMAIN. REMOVE EXISTING VINYL BASE AND I OR CARPET BASE. EXISTING GYP. BD. PARTITION AND DOOR CONSTRUCTION (FULULOW) TO REMAIN EXISTING AREA TO REMAIN AS IS. WORK NOT IN SCOPE AREA OF EXISTING CARPET TO BE REMOVED COLUMN WITH EXISTING MIRROR AND STANDARDS AT FOUR SIDES TO BE REMOVED. REMOVE EXISTING VINYL BASE AND I OR CARPET BASE. EXISTING COLUMN WIFLXTUREWORK ENCLOSURE OR HARDWARE TO BE REMOVED. REMOVE FIXTURE WORK, BASE AND ASSOCIATED COMPONENTS, DRY WALL TO REMAIN WHERE POSSIBLE OR REQUIRED, TO ACCOMODATE NEW SCHEDULED CONSTRUCTION DRYWALL ( TO REMAIN) REMOVE GYP. BD. WHERE DIRECTED ON PLAN. 9 zzr DEMOLITION PLAN - MAIN LEVEL SCALE: 1/8 " =1-0" O:IProjects \O- JCP102 Architectural Svc101 Store Remodel \SouthCenter,WA #0696103 Drawings1A2.11_DEMO.dwg • CD C17) co w w a v o Z LLl M < j a N 2 ❑ 0 U > < X Z W J Z o -3 co a z 0 U) ISSUED / REVISED DATE PERMIT / PRICING ISSUE 11.19.07 RECD P,„ P) NOV 2 7 ?1iU7 DEMOLITION PLAN MAIN LEVEL A2.11 co co 0 _ o E c LE d N 0 fA co C co d' 0 � CO CO U O CO • N CF- 11/18/07 c5:1O:12 PM COPYRIGHT 2007 CALLISON EXiSTNGEi 4CTR'C 06IA3.10 OUT OF SCOPE OFFICE 06 IA3.10 ■ TILE CARPET O pkwme TILE (12) TILE 0 r MALL TILE NEW MALL ENTRANCE 6G /A602 6 G IA6.02 p _- ..:..:. • - ��• a MALL TILE: ile.:riia• 21' - 0" 7 _ 01/A3.01 I J IORS V .. (P) ELECTRIC PANELS HOSIERY STOCKROOM CONSTRUCTION KEYNOTES: 0 NEW CARPET TO BE SUPPLIED BY JCP AND INSTALLED BY GENERAL CONTRACTOR. NEW WALL BASE TO BE SUPPLIED AND INSTALLED BY GENERAL CONTRACTOR PER JCP DECOR. REFER TO 3 -6 A6.02 FOR FLOORING DETAILS & NOTES. Q NEW FLOOR TILES / VCT SUPPLIED BY JCP AND INSTALLED BY GENERAL CONTRACTOR. (FLOORCOVERING TYPE INDICATED ON PLAN) REFER TO 3 -6 A6.02 FOR FLOORING DETAILS. pp NEW FLOOR TILE TO MATCH EXISTING FLOOR TILE @ MALL CONTRACTOR TO SUPPLY AND INSTALL THE NEW MATCHING TILE. 0 ALL NEW 5/8° GYP. BD. WALL CONSTRUCTION TO MATCH AND ALIGN WITH EXISTING WALL CONDITIONS. PARTITION TYPE REFER TO 1 A6.01 O CONTRACTOR TO CONSTRUCT NEW OPENING (9' -0" AFF TO TOP OF OPENING) 0 NEW SHEAR WALL TO ALIGN WITH THE EXISTING OR SURROUNDING WALL THESE SHOULD BE A SMOOTH LEVEL JOINT/TRANSTION WHERE THE NEW MATERIAL MEETS THE EXISTING MATERIALREFER TO SECTION 03- 6/A3.10 AND STRUCTURAL DRAWINGS. O CONTRACTOR TO PATCH AND REPAIR EXISTING WALL FOR NEW FINISH. O LOCATION OF NEW FEATURE WALL IF NEEDED CONTRACTOR TO PATCH & REPAIR WALL CONDITION AS REQUIRED. :6. INSTALL NEW WALL STANDARD © 30" O.C. WHERE INDICATED ON PLAN. O NEW LOCATION OF EXISTING ELECTRICAL PANELS. CONTRACTOR TO PATCH AND REPAIR WALL CONDITION AS REQUIRED O CONSTRUCT NEW 12" HEADER INSTALLED © 9' -6 AFF. REFER DETAIL 1 ON SHEET A6.01. 0 NEW GYP. BD. COLUMN ENCLOSURE REFER TO 2/A6.02, JCP DTL 54AC 12. EXISTING CASH WRAP TO BE REMOVED AND REINSTALLED BY CONTRACTOR AT NEW LOCATION WHERE SHOWN ON PLAN. GENERAL CONTRACTOR TO VERIFY THAT ELECTRICAL POWER IS PROVIDED AT LOCATIONS FOR FINAL HOOK -UP. P05 AND TELEPHONE HOOK -UP BY OTHERS. 0 NEW CASH WRAP IS SUPPLIED BY JCP AND INSTALLED BY CONTRACTOR WHEN REPLACING AN EXISTING CASH WRAP AS SHOWN ON PLAN. GENERAL CONTRACTOR TO VERIFY THAT ELECTRICAL POWER IS AT LOCATIONS FOR FINAL HOOK -UP. P05 AND TELEPHONE HOOK -UP BY OTHERS. 0 EXISTING TO REMAIN PATCH AND REPAIR AS REQUIRED FOR THE NEW CONSTRUCTION. 1 1 • TF SYMBOL LEGEND: 7 SCOPE NOTE KEY WALL TYPE SECTION JCP STANDARD DETAIL. REFER TO SHEET A6.02 - A6.05 EXISTING PARTIAL HEIGHT WALL NEW PARTIAL HEIGHT WALL EXISTING FULL HEIGHT WALL NEW FULL HEIGHT WALL DEMO WALL NEW SHEAR WALL CURTAIN WALL HEADER EXISTING CEILING DROP JCP DETAIL REFER TO SHEET 6.01 � tYY1I NEW TILE NEW CARPET NEW TILE TO MATCH THE EXISTING TILE CO MALL 01 CONSTRUCTION PLAN - MAIN LEVEL SCALE: 1/8"=1'-0" 0:1Projects\O JCP102 Architectural Svc101 Store RemodellSouthCenter,WA#0696103 Drawings1A2.12_Const.dwg 11/19107 2 0 • r.J NOV 2. ZUU7 PERtvll T CLIP I �. ISSUED / REVISED DATE PERMIT / PRICING ISSUE 11.19.07 CONSTRUCTION PLAN MAIN LEVEL A2.12 Cr) N C; c co 1E 4=i CO (0 N N co E 0 U 0 40:11:29 AM COPYRIGHT 2007 CALLISON I I I I I I I I I I I I I T� f I I I I I I I -I - T_ - -1- T -7- 11 1 I I 1 1 1 1 1 1 1 I I 1 1 1 1 1 1 I I 1 1 I t I4 I t 14_ 1 1 1 1 _1_ 1 I I I • • 4 4,[ I\ I I 1 i_ 7 _. 1 - 1 1_- _.__ % 1 1 1 1 1 1 ca 1! 1_1 . 1 1 1 C ' i 1 1 1 1 I 111111 W t j I 1111111 II ! 12 T I I I TT ^ Li III 1111 1111 T T�T VEUV tr t fl li __\ 11 zz I1 LI C _ 1 Ii1IL 4 NEW CEILING TO LIGN WITH EXISTING CEILING LAYOUT 13' -0" A.F.F. EXISTING ACCENT TO BE RELOCATED -- n L JI } I I I I I I 1 1 1 1 trt 1 - t 1 - t 1 I MOVE MO : M I •I T 7 NLOC T I I I I I I I I I I L —1 IIEW –- -NL�C NL9G NLSC — — H-, (P) I • I rI— NLC I I.— i I i I I i — NEW FEATURE WALL –11 CEILING LEGEND LJ —L..L I I I I I I I I EXISTING 1'X4' LIGHT FIXTURE (FITTING ROOMS ONLY) -HL x V NEW FIXTURE TYPE 115 -SP 24" LONG FIXTURE NEW TRACK FIXTURE TYPE 473 RECESSED ACCENT LIGHT MOUNTED TO 478 NEW TRACK- TYPE 478 (2', 4', 8', & 12'). O NEW CEILING MOUNTED SPEAKERS. • EXISTING PENDENT SPRINKLER EXISTING 24 "X24" CEILING DIFFUSER TO REAMIN AS -IS AND CLEAN TO LOOK NEW. NEW INDICATES NEW DIFFUSERS IN ACCORDANCE WITH THE MASTER CONTRACT SPECIFICATION 24 "X24° OR 24 "X48" RETURN AIR GRILLE /REGISTER TO REMAIN AS -IS AND CLEAN TO LOOK NEW. NEW INDICATES NEW GRILLE /REGISTER IN ACCORDANCE WITH THE MASTER CONTRACT SPECIFICATION CLGTYP CEILING TYPE INDICATOR CLG HGT. - CEILING HEIGHT INDICATOR gILWA$A10 Aro Air 1'w 111 PANELS I 1 1 1 1 1 1 I 1 1 1 I 1 1 ' TI^ I I ' EXS L EST _firt I I I EXS I EXS II EXST I EXS'r I I I I I II I I I I II I I I I II I I EMI' ' I EXS I I I I I I I I I I I I II I OFFICE I I I I = =1— a--- -I ]— I I I I I I 1 1 1 1 L Ll 1 ELECTRIC PANELS HOSIERY STOCKROOM EXISTING AREA TO REMAIN AS -IS, NO WORK TO SPRINKER PIPING, HEADS, MEP, ETC. NEW CEILING GRID AND PANELS. GRID TO MATCH SIZE AND PROFILE OF EXISTING FOR SEAMLESS INTEGRATION. 24 °X48" ACOUSTICAL CEILING TILES TO MATCH EXISTING EXISTING CEILING GRID TO REMAIN AS -IS. REMVOE AND DISCARD EXISTING CEILING TILES AS NEEDED. EXISTING GRID TO BE CLEANED PREPARED AND PAINTED TO MATCH NEW GRID. EXISTING 2'X4' LIGHT FIXTURE NEW HEADER LIGHTING NEW TYPE 126 - 24" LONG FIXTURE MOUNTED ON HEADER AT 48" O.C. NEW 2'X4' LIGHT FIXTURE (BACK OF HOUSE) // GENERAL NOTES: I. ALL EXISTING LIGHT FIXTURES TO REMAIN AND EXISTING RELOCATED LIGHT FIXTURES TO BE CLEANED. 2. CLEAN ALL EXISTING AIR SUPPLY AND RETURN GRILLS TO BE CLEANED AND PAINTED TO MATCH CEILING. 3. REMOVE ALL LIGHTING AND ELECTRICAL DEVICES THAT MAY BE ABOVE FINISH CEILING THAT ARE NOT USED. 4. NOT USED. 5. CONTRACTOR TO INSTALL NEW ACCOUSTICAL CEILING TILE. 6. REPAIR CEILING, ADJUST SPRINKLER HEADS AND EXISTING SPEAKERS AS REQUIRED. ABBREVIATION LEGEND: NEW NEW FIXTURE MOVE FIXTURE TO BE RELOCATED TO NEW LOCATION NLOC NEW LOCATION OF RELOCATED FIXTURE E FIXTURE TIED TO EMERGENCY CIRCUIT NOTE: REFER TO ENGINEER'S LIGHTING SCHEDULE FOR SPEC. REFER TO FINISH SCHEDULE FOR CEILING HEIGHTS CODE COMPLIANCE \,c; FE3 to7JLJ 39 ni REFLECTED CEILING PLAN - MAIN LEVEL SCALE: 1/8"=1-0" 0:1Projectsl0- JCP102 Architectural Svc101 Store Remodel\SouthCenter,WA#0696103 Drawings1A2.13_RCP.dwg O Z LLJM Q ? d' O N ❑ O 0 ¢X Z W 1— r-. W _J O w a Z O O-) CO 0- Z O J V RECEWEE , NOV 2 7 Z007 PERMIT L RCP PLAN MAIN LEVEL A2.13 Cr) r c c co N C. � , -d - o co co .D co co U co co • // N N ISSUED / REVISED DATE PERMIT / PRICING ISSUE 11.19.07 11/18/07 X5:08:30 PM COPYRIGHT 2007 CALLISON f:Q sco?E am y 1 ,. ti' ri may_ ... _ w r r _a �r 3rJJ�y_ r_ E i�.`I�!•frttir 7 29' -0" i - =tt Jr- :�rrrrirlil. 2B -Q" .. 28' -0" 28'-0 rl . - rN"i F TMs ...•w71.µ - ��.»i1...rT �T.r..��� +TrsJ. -- . _...- ���W�-�� _..«- '..w. .,.__ _��v- �......______��..`rv � a..___ • - . - �_ ' 28' -0" 387 28' -0' I I I EY 28' -0 aa}a" NeNFEANG x1 MOUTH 28' -0" 1/A3.01 28' -0" 28' -0" bcn H3(P 28' -0" N deg w 7 01 SCOPE OF WORK - UPPER LEVEL SCALE: 1/16 -1 -0 co z W co • __ I EL 2❑o O Uti � z0 z 0 r z LO — J ce0- 2 REC Rf D NOV 27 2007 PERIITCENI co L O O c T N CO o Q U co w O U 'A Z - Q d' d' r 0 CD CN1 • £ NN co co co - O "" O < - N N N N U U) I— LI_ ISSUED / REVISED DATE PERMIT / PRICING ISSUE 11.19.07 SCOPE OF WORK MAIN LEVEL A2.20 0:1Projects \O- JCP\02 Architectural Svc101 Store Remodel\SouthCenter,WA #0696\03 Drawings\A2.20_OVERALLr.dwg 11/19/07 40:10:45 AM COPYRIGHT 2007 CALLISON I1 4 ; OF SCOPE(... ( /(tcyL - 4E+ -I ,-+->r... ... ... • f :I DEMOLITION GENERAL NOTES: 1. WHETHER INDICATED OR NOT, LIFE SAFETY SYSTEMS SUCH AS FIRE SPRINKLER, FIRE ALARM SYSTEM, AND EMERGENCY LIGHTING SYSTEM SHALL BE ADJUSTED AS NECESSARY AND AS REQUIRED TO MEET CODES IN COORDINATION WITH THE ENTIRE BUILDING. 2. PATCH AND REPAIR ALL CONSTRUCTION IN THE AREAS OF DEMOLITION, AS NECESSARY TO ACCOMMODATE NEW WORK AND FINISHES. REPAIR SALES AREA WALLS ONLY AS NECESSARY FOR SKINWALLL INSTALLATION. 3. PERFORM ALL NEW WORK INDICATED, AND SUCH ADDITIONAL WORK AS NECESSARY TO ACCOMPLISH A COMPLETED PROJECT. COORDINATE NEWWORKWITH ARCHITECTURAL PLANS AND SCHEDULES, DISPLAY CASEWORK DRAWINGS, AND OWNERS PURCHASE ORDER. 4. DRAWINGS ARE SCHEMATIC. EXTENT OF DEMOLITION SHOWN 15 APPROXIMATE, FIELD VERIFY. 5. SEE ELECTRICAL DRAWINGS FOR DEMOLITION RELATED TO ELECTRICAL. 6. SEE PLUMBING DRAWINGS FOR DEMOLITION RELATED PLUMBING. 7. SEE MECHANICAL DRAWINGS FOR DEMOLITION RELATED TO MECHANICAL. 8. MAINTAIN ADEQUATE SUPPORT, INSULATION, WATERPROOFING, EMERGENCY LIGHTING, SECURITY, ALARMS, ETC. FOR ALL ITEMS OR PARTS OF ITEMS, WHICH ARE TO REMAIN. 9. REMOVE SURFACE FINISHES AND PREP SURFACES TO PROVIDE FOR PROPER INSTALLATION OF NEW WALL WORK AND NEW FINISHES. REMOVED SURFACE FINISHES ARE TO INCLUDE EXIST MIRRORED WALLS, TRIM, CASEWORK, SLATWALL, AND BASES WHERE NEW FINISHES ARE TO BE INSTALLED. 10, ANY EXISTING RECESSED FIRE EXTINGUISHER CABINETS IN WALLS TO RECEIVE NEW FINISHES WILL BE REMOVED AND REINSTALLED AS NECESSARY; AND PAINTED TO MATCH ADJACENT SURFACE. 11. EXISTING CONSTRUCTION TO REMAIN 15 SHOWN WITH SCREENED LIGHT LINES. 12, CONSTRUCTION TO BE REMOVED IS SHOWN WITH DASHED LINES. 13. REMOVE EXISTING FIXTURES AND SHOWCASES AS REQUIRED BY JCP SUPPLIED FIXTURE PLANS AND DECOR DRAWINGS, COORDINATE. VERIFY SALVAGE OF FIXTURES AND SHOWCASES WITH OWNER. 14. UPON REMOVAL OF ANY COLUMN ENCLOSURE, CONTRACTOR WILL BE RESPONSIBLE TO RELOCATE, CAP OR REMOVE EXISTING ELECTRICAL OUTLETS, J -BOXES OR THERMOSTATS AS REQUIRED. • ................ NEW MALL ENTRANCE 15. REMOVE ALL FIXTUREWORK COLUMN ENCLOSURES INCLUDING ASSOCIATED STANDARDS, HARDWARE, AND BASE. COLUMNS WITH MIRRORS ON FOUR SIDES SHALL REMAIN WITH ASSOCIATED STANDARDS, PATCH AND PAINT COLUMN AS REQUIRED. INSTALL NEW BASE ON ALL SIDES OF ALL COLUMN ENCLOSURES. REMOVE OR CAP EXISTING ELECTRICAL DEVICES AS REQUIRED. 16. SECURITY VIEW WINDOWS TO BE REMOVED AND CLOSE THE OPENING BY APPLYING NEW GYP. BOARD FLUSHED WITH EXISTING GYP. BD. AS REQUIRED. 17. CAP, REMOVE OR RELOCATE ANY ELECTRICAL POWER ANDIOR DEVICE AS REQUIRED. 18. REMOVE ALL EXISTING CEILING TILE. SAVE CLEAN AND UNDAMAGED PIECES AND REUSE AS DIRECTED BY JCP.. 19. REMOVE EXISTING FIRE EXTINGUISHERS & RE -USE AS REQUIRED. 20. ANY ELECT. OUTLET IN NEW CARPET AREAS TO REMAIN SHALL RECEIVE NEW FLUSH PLATE. 21. EXISTING HEADER BRACKETS TO BE RE -USED THROUGHOUT. PAINT TO MATCH WALLS, 22. ALL DOORS TO BE REMOVED INCLUDE REMOVAL OF FRAME & ALL ASSOCIATED COMPONENTS. 23. RE -USE MAIN RUNNERS & INTERMEDIATE T WHERE POSSIBLE AT NEW CEILING AREAS. 24. CONTRACTOR TO REVIEW SITE FOR FAMILIARIZATION WITH THE PROJECT SCOPE PRIOR TO SUBMITTING BID. 25. PATCH AND /OR REPAIR ALL EXISTING FIRE PROOFING DISTURBED DURING DEMOLITION TO MAINTAIN REQUIRED RATING, 26. DURING THE DEMOLITION PORTION OF THIS PROJECT, THE JCPENNEY DEPARTMENT STORE 15 TO REMAIN OPERATIONAL AT ALL TIMES. PROVIDE TEMPORARY BARRICADES, PEDESTRIAN ACCESS WAYS, AND PROTECTION AS REQUIRED, COORDINATE WITH JCP PROJECT REPRESENTATIVE, LANDLORD,FIRE DEPARTMENT, AND LOCAL CODES. FIRE SPRINKLER SYSTEM FOR JCPENNEY TO REMAIN FULLY FUNCTIONAL AT ALL TIMES. 27. G,C, TO PROVIDE ALLOWANCE FOR 100 SPRINKLER HEAD AS A PART OF BASE BID. CONTRACTOR TO COORDINATE WITH JCP DURING THE REMOVAL PROCESS OF THE HEADS FOR COUNT CALCULATION. 28. CONTRACTOR TO COORDINATE WITH JCP DURING THE REMOVAL & INSTALLTION OF THE DOUBLE DECK STOCK. 29. PERFORM WORK IN A MANNER TO MAINTAIN FIRE RESISTANCE AT ALL EXISTING RATED CONSTRUCTION. 1.1.1.„1 O 00 DEMOLITION KEYNOTES: O REMOVE EXISTING CARPET AND PATCH SUB FLOOR AS REQUIRED TO RECEIVE NEW FLOOR FINISHES AS SCHEDULED. Q REMOVE EXISTING STRUCTURAL COLUMN AS SHOWN IN THE DEMOLITION PLAN. PATCH AND REPAIR TO RECEIVE NEW CONSTRUCTION. a REMOVE EXISTING WALL CONSTRUCTION AS SHOWN (SHOWN DASHED). O CONTRACTOR TO REMOVE EXISTING DEMISING WALL PATCH AND REPAIR AS REQUIRED TO RECEIVE NEW CONSTRUCTION. O REMOVE EXISTING HEADER PANELS AND ASSOCIATED COMPONENTS (EGG CRATE, LENS, & BRACKETS.) CONTRACTOR TO PATCH AND REPAIR AS REQUIRED. CONTRACTOR TO REMOVE SALVAGE FOR REUSE ALL EXISTING BRACKETS AND LIGHTING THAT IS REMOVED. 0 REMOVE EXISTING DOOR, FRAME AND ALL ASSOCIATED COMPONENTS. CONTRACTOR TO PATCH AND REPAIR AS REQUIRED TO RECEIVE NEW CONSTRUCTION. Q REMOVE EXISTING FITTING ROOM PARTITION, FINISHES (WALLS & FLOOR), DOORS AND ALL ACCESSORIES, AS SHOWN DASHED. EXISTING FIXTURES (BENCHES AND MIRRORS) TO BE REMOVED & SALVAGED FOR FURTHER DIRECTION FROM JCP.REMOVE EXISTING FITTING ROOM FINISHES (WALL & FLOOR). PATCH AND REPAIR AS REQUIRED. G. C. TO REFINISH ACCORDING TO THE JCP DECOR PACKAGE, O CONTRACTORS TO VERIFY ALL FIXTURE WORK AND TRIM ON COLUMNS AT SALES AREAS FOR DEMOLITION. REFER TO MWD #54A (SHEET A6.10) AND REPAIR AS REQUIRED ALL EXISTING FULL HEIGHT MIRRORS ON COLUMNS ARE TO REMAIN, U,NA. O REMOVE EXISTING FIXTURE WORK, HARDWARE, SLATWALL, MILL WORK UNITS, CARPET WALLS AND BASE TO ALLOW FOR NEW CONSTRUCTION. RELOCATE OR TERMINATE ANY ELECTRICAL ( REFER TO MEP DRAWINGS). 10 CONTRACTOR TO REMOVE CEILING COMPONENTS WHERE SHOWN. REMOVE AND /OR RELOCATE LIGHTING AND HVAC ASSOCIATED WITH NEW REMODELED AREA. REFER TO MEP DRAWINGS AND ARCHITECTURAL DRAWINGS FOR EXTENT OF WORK 11 REMOVE EXISTING CASH WRAPS. CONTRACTOR TO COORDINATE WITH PLAN AND JCP FOR RELOCATING. RELOCATE, TERMINATE OR PROVIDE NEW ELECTRICAL AS REQUIRED. CONTRACTOR TO VERIFY THAT POWER, TELEPHONE OR P05 15 AVAILABLE FOR EACH LOCATION. FINAL TELEPHONE OR TELEPHONE HOOK -UP BY OTHERS. 12 RELOCATE EXISTING ELECTRICAL PANELS REFER TO ELECTRICAL DRAWINGS. DEMOLITION LEGEND E/M EXISTING GYP. BD. PARTITION AND DOOR CONSTRUCTION (FULULOW) TO REMAIN EXISTING WALLS AND DOORS TO BE DEMOLISHED EXISTING CARPET AISLE LINES TO BE REMOVED EXISTING CASHWRAPS/ SHOWCASES/ FIXTURES TO REMAIN AS 15 EXISTING CASHWRAPS/ SHOWCASES/ FIXTURES TO BE REMOVED OR RELOCATED EXISTING AREA TO REMAIN AS IS. WORK NOT IN SCOPE 7 EXISTING AREA TO WHICH LIMITED SCOPE OF WORK APPLIES L_ -_ C;4 E/M E/M DM L AREA OF EXISTING CARPET TO BE REMOVED E 1M COLUMN WITH EXISTING MIRROR AND STANDARDS AT FOUR SIDES TO REMAIN. REMOVE EXISTING VINYL BASE AND I OR CARPET BASE. COLUMN WITH EXISTING MIRROR AND STANDARDS AT FOUR SIDES TO BE REMOVED. REMOVE EXISTING VINYL BASE AND I OR CARPET BASE. FIXTUREWORK AND I OR HARDWARE (TO BE REMOVED) EXISTING COLUMN WIFIXTUREWORK ENCLOSURE OR HARDWARE TO BE REMOVED. REMOVE FIXTURE WORK, BASE AND ASSOCIATED COMPONENTS. DRY WALL TO REMAIN WHERE POSSIBLE OR REQUIRED. TO ACCOMODATE NEW SCHEDULED CONSTRUCTION DRYWALL ( TO REMAIN) REMOVE GYP. BD. WHERE DIRECTED ON PLAN. • CV 9 N 1!31p O:IProjectsl0- JCP102 Architectural Svc101 Store Remodel\SouthCenter,WA#0696103 Drawings1A2.21_DEMO.dwg E 01 DEMOLITION PLAN - UPPER LEVEL SCALE: 118 7.1 -0 • 2 0 1 1 Q V ISSUED / REVISED ECU /ED NOV z.7 2007 PERMiT C :IT DEMOLITION PLAN UPPER LEVEL A2.21 CD N CO CO CO (D 0 0 N N I- Li- DATE E O U c O U) (0 U PERMIT / PRICING ISSUE 11.19.07 11/18/07 c5:07:14 PM COPYRIGHT 2007 CALLISON 40' -0 " NEW OPENING EX MALL TILE I CONSTRUCTION KEYNOTES: lO. NEW CARPET TO BE SUPPLIED BY JCP AND INSTALLED BY GENERAL CONTRACTOR. NEW WALL BASE TO BE SUPPLIED AND INSTALLED BY GENERAL CONTRACTOR PER JCP DECOR. REFER TO 3 -6 A6.02 FOR FLOORING DETAILS & NOTES. O NEW FLOOR TILES / VCT SUPPLIED BY JCP AND INSTALLED BY GENERAL CONTRACTOR. (FLOORCOVERING TYPE INDICATED ON PLAN) REFER TO 3 -6 A6.02 FOR FLOORING DETAILS. : NEW FLOOR TILE TO MATCH EXISTING FLOOR TILE © MALL CONTRACTOR TO SUPPLY AND INSTALL THE NEW MATCHING TILE. 0 ALL NEW 5/8" GYP. BD. WALL CONSTRUCTION TO MATCH AND ALIGN WITH EXISTING WALL CONDITIONS. PARTMON TYPE REFER TO 1 A6.01 O CONTRACTOR TO CONSTRUCT NEW OPENING (9' -O" AFF TO TOP OF OPENING) Q NEW SHEAR WALL TO ALIGN WITH THE EXISTING OR SURROUNDING WALL THESE SHOULD BE A SMOOTH LEVEL JOINT/TRANSTION WHERE THE NEW MATERIAL MEETS THE EXISTING MATERIALREFER TO SECTION 03- 6/A3.10 AND STRUCTURAL DRAWINGS. • CONTRACTOR TO PATCH AND REPAIR EXISTING WALL FOR NEW FINISH. 7O. LOCATION OF NEW FEATURE WALL IF NEEDED CONTRACTOR TO PATCH & REPAIR WALL CONDITION AS REQUIRED. 0 INSTALL NEW WALL STANDARD @ 30" O.C. WHERE INDICATED ON PLAN. • NEW LOCATION OF EXISTING ELECTRICAL PANELS. CONTRACTOR TO PATCH AND REPAIR WALL CONDITION AS REQUIRED 0 CONSTRUCT NEW 12" HEADER INSTALLED 9' -6"" AFF. REFER DETAIL 1 ON SHEET A6.01. II. NEW GYP. BD. COLUMN ENCLOSURE REFER TO 2/A6.02, JCP DTL 54AC 12. EXISTING CASH WRAP TO BE REMOVED AND REINSTALLED BY CONTRACTOR AT NEW LOCATION WHERE SHOWN ON PLAN. GENERAL CONTRACTOR TO VERIFY THAT ELECTRICAL POWER IS PROVIDED AT LOCATIONS FOR FINAL HOOK -UP. POS AND TELEPHONE HOOK -UP BY OTHERS. 0 NEW CASH WRAP IS SUPPLIED BY JCP AND INSTALLED BY CONTRACTOR WHEN REPLACING AN EXISTING CASH WRAP AS SHOWN ON PLAN. GENERAL CONTRACTOR TO VERIFY THAT ELECTRICAL POWER IS AT LOCATIONS FOR FINAL HOOK-UP. P05 AND TELEPHONE HOOK -UP BY OTHERS. @ EXISTING TO REMAIN PATCH AND REPAIR AS REQUIRED FOR THE NEW CONSTRUCTION. SYMBOL LEGEND: SCOPE NOTE KEY WALL TYPE SECTION bo7 JCP STANDARD DETAIL REFER TO SHEET A6.02 - A6.05 EXISTING PARTIAL HEIGHT WALL NEW PARTIAL HEIGHT WALL EXISTING FULL HEIGHT WALL NEW FULL HEIGHT WALL DEMO WALL NEW SHEAR WALL CURTAIN WALL HEADER EXISTING CEILING DROP JCP DETAIL REFER TO SHEET 6.01 NEW TILE NEW CARPET NEW TILE TO MATCH THE EXISTING TILE @ MALL 9 • N 9 ct N 0 WilENNE l 3 Ti 0 t - u< '�Ii9 C 01 CONSTRUCTION PLAN - UPPER LEVEL SCALE: 118"74-0" • co } Z W Q 4 CL N 2 D o O >-- ti } ¢ x z 0 z 'the z z 0 U) J D co W oo I mmm Z 0) W < V W O —I Q N W cn RECE FEE D NOV 2 7 2007 PERMIT CENTEb CONSTRUCTION PLAN MAIN LEVEL A2.22 co Co O a7 C c4 LC) 0 N C. � c.0 � 0 Ch c' .� 6. co co U � co CO - N N U7 1— IL ISSUED / REVISED DATE PERMIT / PRICING ISSUE 11.19.07 0:1Projects10- JCP102 Architectural Svc101 Store Remodel\SouthCenter,WA#0696103 Drawings1A2.22_Const..dwg 11119/07 40:09:59 AM COPYRIGHT 2007 CALLISON i • NEW CEILING TO ALIGN WITH EXISTING CEILING LAYOUT 13' -0" A.F.F. ■ CEILING LEGEND lol I 1 I ! 1 ® NEW TRACK- TYPE 478 (2', 4', 8', a 12'). EXISTING 1'X4' LIGHT FIXTURE (FITTING ROOMS ONLY) EXISTING AREA TO REMAIN AS -IS, NO WORK TO SPRINKER PIPING, HEADS, MEP, ETC. NEW CEILING GRID AND PANELS. GRID TO MATCH SIZE AND PROFILE OF EXISTING FOR SEAMLESS INTEGRATION. 24 "X48" ACOUSTICAL CEILING TILES TO MATCH EXISTING EXISTING CEILING GRID TO REMAIN AS -IS. REMVOE AND DISCARD EXISTING CEILING TILES AS NEEDED. EXISTING GRID TO BE CLEANED PREPARED AND PAINTED TO MATCH NEW GRID. EXISTING 2'X4' LIGHT FIXTURE INWI NEW FIXTURE TYPE I15 -SP 24° LONG FIXTURE NEW 2'X4' LIGHT FIXTURE (BACK OF HOUSE) NEW HEADER LIGHTING NEW TYPE 126 - 24" LONG FIXTURE MOUNTED ON HEADER AT 48" O.C. NEW TRACK FIXTURE TYPE 473 RECESSED ACCENT LIGHT MOUNTED TO 478 • NEW CEILING MOUNTED SPEAKERS. EXISTING PENDENT SPRINKLER EXISTING 24 "X24" CEILING DIFFUSER TO REAMIN AS -IS AND CLEAN TO LOOK NEW. NEW INDICATES NEW DIFFUSERS IN ACCORDANCE WITH THE MASTER CONTRACT SPECIFICATION 24 "X24" OR 24 "X48" RETURN AIR GRILLE /REGISTER TO REMAIN AS -IS AND CLEAN TO LOOK NEW. NEW INDICATES NEW GRILLE /REGISTER IN ACCORDANCE WITH THE MASTER CONTRACT SPECIFICATION CLGTYP CEILING TYPE INDICATOR CLGHGT. ----4 CEILING HEIGHT INDICATOR GENERAL NOTES: I. ALL EXISTING LIGHT FIXTURES TO REMAIN AND EXISTING RELOCATED LIGHT FIXTURES TO BE CLEANED. 2. CLEAN ALL EXISTING AIR SUPPLY AND RETURN GRILLS TO BE CLEANED AND PAINTED TO MATCH CEILING. 3. REMOVE ALL LIGHTING AND ELECTRICAL DEVICES THAT MAY BE ABOVE FINISH CEILING THAT ARE NOT USED. 4. NOT USED. 5. CONTRACTOR TO INSTALL NEW ACCOUSTICAL CEILING TILE. 6. REPAIR CEILING, ADJUST SPRINKLER HEADS AND EXISTING SPEAKERS AS REQUIRED. ABBREVIATION LEGEND: NEW NEW FIXTURE MOVE FIXTURE TO BE RELOCATED TO NEW LOCATION NLOC NEW LOCATION OF RELOCATED FIXTURE E FIXTURE TIED TO EMERGENCY CIRCUIT NOTE; REFER TO ENGINEER'S LIGHTING SCHEDULE FOR SPEC. REFER TO FINISH SCHEDULE FOR CEILING HEIGHTS JP. iii A I I I 1 I I 1 1 1 I I I 1 1 I I I 11 I 1 - I - I-- k -I- I-- k-I- I-- k- I— I- -k -I -I--k 1- I-- k -1 -1-- -- - I-- I ---1 -- -I- - I I I I I I I I 1 I I I I 1 I I I I I 1 I I I I 1 I I I I 1 I I I I 1 I I I I I 1 I 1 t I - t -I - r - i t r t -1 r - I 1 — " t I - t ' 1 1- 1 1 1 1 1 1 1- I I I 1 I I I I 1 I I I 11 1 I — 1 1 1 1 1 1 I I I I 1 I I I I I I I 1 1 1 1 1 1 1 1 1 1 1 1 I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I 1 I I I I 1 I I I I I I I -- 1- 1- -I-=1- - -I -1- - -I —I-- -I - I- - -I - I-- I-- 1- I --k-1- - I-= 1 -I--k 1 1 1 1 I I I I 1 I I 1 1 1 I I I I I 1 1 1 1 1 1 I I 1 1 I I 1 1 I I I 11 1 1 - 1 - r - r l - rt - 1 - rte = rt - 1 - rte rt I 1 t - I - 1 - t - 1 - t - - I --I- -I PA! �I■ ®■ �I ■I■�� I I I I ■ ■I I I ■I I I■ 1 1 1 1 1 1 I I I I I U I I I - I r r I - I - t - I t rte= rt - rte r 1 1 1 1 1 1 11 1 1 1 1 1 1 I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I 1 1. 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I I I 1 1 1 1 I I I '' I \; 1 1 1 1 1 1 1 I I I I t-�-� TR FT F� FT I I I I I 1 1 1 1 1 1 •�_ - I L ±J- L ±J_L.IJ_L1 I I I I I I I IIII + -I - I- + -I- + I I I 1 I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I F+ — F - 1 =r - I t1 rt r rte rt F T F t I I I I I I I I I I I I I I I I I I I I I I L1J_Li 71 + I I I I I 1 I I UI 1 I[ I I[■�1 - 1 I rte- rte - rt=1 ht-I I I I 11 I 1 I I I I 1 1 I 1 I NLOC : - NI: NLOC NI , C I I ♦I I G- -1 Y I - -1- -1- I.:, -I- -1 -1- -I- .--- 1 -1--- -1-- I -- --1--I- -1-1 I I I I I I + - L I I I I 1 11 I 1 1 1 1 1 T 1 1 T 1 - 1 - T - 1 - I ♦I I I I I I I I I I I I I I I I I I I I I I I 1 I I t I V I I-1 ---- - - 1 r t 1 rt'i -1-I- r J - L 1J_Ll_I - I I� � �� I I I I I I 1 1 1 1 1 -1�1 1 I I I I I I i T I 1 1 I I I I I I I I 1 1 1 1 1 1 1 1 L1 J - 1 1 I I I I I I I I I I I I I I I I +- I r1+ +,,I 1 1 1 - - -r 1 I I I W I Ta1 I o 1 I Doi - '1347 N L cop- 1'4 op Al REFLECTED CEILING PLAN - UPPER LEVEL SCALE: 1/8"=I-0" O:IProjects\O- JCP \02 Architectural Svc\O1 Store Remodel1SouthCenter,WA#0696103 Drawings\A2.23_RCP.dwg I II • o rn > N d. _ w d � 2 0 o >- Q X z CD 1±C UJ -� Z o -,coa 2 0 U) J J U RECE /ED NOV 2 7 ZUU7 PERMIT Utl ,, ; �. ISSUED / REVISED DATE RCP PLAN UPPER LEVEL A2.23 E d -N o d d O co co .N (000 CO 0 N N I— IL PERMIT / PRICING ISSUE 11.19.07 11/18/07 c5:18:36 PM COPYRIGHT 2007 CALLISON FINISHED CEILING HEIGHT - 13' -0" SUSPENDED CEILING RE: REFLECTED CEILING PLAN FOR DETAILS. METAL STUDS RE: STRUCTURAL DRAWINGS FOR GAUGE SPACING 5/8" GYP. BOARD INTERIOR WALL ASSEMBLY BEHIND EXTERIOR WALL CONSTRUCTION, REF. FLOOR PLANS FOR PARTITION TYPES NEW CONCRETE SHEAR WALL REFER STRUCTURAL DRWAING FOR DETAIL AND SECTIONS. 06 4" BASE JCPENNEY v . p A 4 k, • SECTION (cr7, SHEAR WALL SCALE: 314 " =1' -0" CLI REFER TO STRUCTURAL DRAWINGS FOR FOOTING DETAIL MALL MOTOR CONTROLS TO BE LOCATED 0 ADJACENT WALL IN EITHER LOCATION. 3E STEEL COLUMNBY OVERHEAD GRILL SUPPLIER - ANCHOR TO FLOOR AND BRACE TO STRUCTURE ABOVE FINISHED CEILING HEIGHT 13' -0" © MAIN LEVEL 11' -11" 0 UPPER LEVEL SEE STRUCTURAL PLANS FOR FRAMING DETAILS O CV CO PROVIDE ACCESS TO MOTOR & EMERGENCY CHAIN OPERATION 04 JCPENNEY 05 04 MALL T ( L 4 -1/2" BOTTOM BAR PLAT CEILING SLOT OPENING DETAIL ( HEAD SCALE: 3 " =1' -0" AGGLOMERATE TILE T" ON 1/2" CONCRETE BACKER BOARD SEE ELEVATIONS. SCALE: 314 " =1' -0" TOP MOUNTED MOTOR LOCATION COORDINATE WITH SUPPLIER ROLL UP DOOR ENDPLATE I PAINT FLAT AcK ANY STRUCTURAL SURFACE THAT MAY BE VISIBLE FROM BELOW. TUBE STEEL BEYOND CYLINDER LOCK --\ je 1' -4" T TRACK IN WALL BEYOND DOOR TRACK FLUSH W/ WALL BRACE TUBE -- `z;E i \r --- STEEL TO STRUCTURE 0 CYLINDER LOCK MALL 40' -0" OPEN'G SEE FLOOR PLAN 03 DETAIL fi JAMB JCPENNEY V7 C:7 CD 2 J co I cJ 5/A3.1 0 1 JCPENNEY cL 4 SLOT IN CEILING EXISTING MALL CLG JCPENNEY SIGN SEE DETAIL 10474 FINISHED SOFFIT HEIGHT - 9' -0" 2X2 AGGLOMERATE PALNEL A 04 I MALL FINISHED FLOOR SOFFIT I ROLLLING GRILLE DETAIL SCALE: 314 " =1-0" 06 OVERHEAD ROWNG GRILL (TYP. U.N.0) 06' 2' X 2' AGGLOMERATE PANELS A 1' X 2' AGGLOMERATE PANELS B OVERHEAD ROLLING GRILL (1W. U.N.0) 2' X 2' AGGLOMERATE PANELS A 2' X 2' AGGLOMERATE PANELS A 1' X 2' AGGLOMERATE PANELS B 1' X 2' AGGLOMERATE PANELS B 2' X 2' AGGLOMERATE PANELS A OVERHEAD ROLLING GRILL (TYP. U.N.0) JCPem y SIGN FIELD CENTERED. 1' X 2' AGGLOMERATE PA ELS B 2 X 2' AGGLOMERATE PANELS A OVERHEAD ROLLING GRILL ( . U.N.0) 1' X 2 AGGLO ERATE PA ELS B 2 X 2 AGGLOMERATE PANELS A L i RE RIE: FINISH JCPenn 40 50' -0" 01 ENTRANCE DETAIL - ELEVATION SCALE: 1 /4 " =1' -0" NE TILE FINISH SCHEDULE FOR SPECIFICATION 40 -0" FINISH OPENING 50 -0" MALL WIDTH NEW TILE SGHEDLLE FCR CROAT €0 40 -0" FINISH OPENING 50 -0" MALL WIDTH 02 /A3.10 NEW TILE TO MATCH THE EXISTING TILE 0aMALL ENLARGED PLAN • ENTRANCE SCALE: 174 " =1' -0" UPPER LEVEL ENLARGED PLAN (lad ENTRANCE (MAIN LEVEL) SCALE: 114 " =1' -0" NEW, TILE TO MATCH THE EXISTING TILE 0 MALL , 3' -0" WHITE ILLUMINATED 03 SIM o 3' 0" WHITE ILLUMINATED SIGN FIELD CENTERED. 3 \ 3 1 — I-- J bo H37 OVERHEA (TYP. U.N. OVERHEAD ROWNG GRIL (TYP. UkN.0) 1' X 2' AGGLOMERATE PANELS B 2' X 2' AGGLOMERATE ANELS A ROLLING GRILL 1' X 2' AGGLOMERATE PANELS B 2' X 2 AGGLOMERATE PANEL'. A 0:1Projects10- JCP102 Architectural Svc101 Stare Remodel \SouthCenter,WA #0696103 Drawings1A3.10.dwg cfl a) Co It >N- W W a v ISSUED / REVISED RE col. F NOV 2 7 2007 PERMIT MALL ENTRANCE DETAILS A3.10 CO CD �t- m N CO cD 0 ('Si I— In N CD m N CO 0 U- DATE E a Co PERMIT / PRICING ISSUE 11.19.07 11/19/07 c9:15:40 AM COPYRIGHT 2007 CALLISON 1/2' MIL STUDS (DP.) PROVIDE r x 6" VENT SLOTS SPACED 2' APART ACROSS ENTIRE LENGTH OF HEAD CHANNEL FIN. FLOOR 1 CV /-11TL STUDS (Tf 9 WALL THICKNESS FIN. I— I I rFLOOR 7 2' -4 3/4- JUNCTION BOX — REFER TO NE JCP CRITERIA PLANS. TRANSPARENT LIGHT BOX CATALOG DESK AREA. 11 R.O. u 3 06101B ROUGH OPENING REQUIREMENTS 3/8" =1' -0" SILL II 2X WOOD BLOCKING WOOD TOWEL STORAGE PASS THRU WICKET - P.B.X. PACKAGE CHECK AREA. \/ EL. (SEE RM. FIN SCHED. FOR CLG. HGT.) 1' -6" FINISH FLOOR ill (2) 1 X 4 FURRING COLUMN @ sales SCALE: 112 " =1-0" GYP. BOARD COLUMN ENCLOSURE VARIES ELEVATION 3/8" =1' -0° EL. 1C-6" EXISTING COLUMN TO REMAIN 1/2" GYPSUM BOARD ON TOP AND EACH SIDE 3 5/8" 20 GA. METAL STUDS FRAMING SPACED 24" O.C. 1 x 4 FURRING (TYP) 4 VINYL BASE (5) WALL TYPES DETAILS SCALE:AS NOTED COLUMN 2 54A -C PLAN DETAILS DRYWALL COLUMNS SCALE:AS NOTED L PLAN VARIES 4 51" COLUMN REFER TO CEIUNG HEIGHT AS SCHED. 3 5/8" 20 GA. TOP TRACK 1/2" GYPSUM BOARD ON EACH SIDE 3 5/8 20 GA. METAL STUDS FRAMING SPACED 24" O.C. 3 5/8 20 GA. METAL TRACK TO SECURE CONCRETE SLAB AT NOT MORE THAN 32" O.C. WALL TYPE SALES SCALE: 1/2"=1'-1:1" IN DEPARTMENTS AS NOTED A - COLUMN AT SALES; SINGLE FACE GYP. BD. (O.D. - 18" X 18 ") B - COLUMN AT STOCK (IF REQUIRED TO ENCLOSE FIREPROOFING); SINGLE FACE GYP. BD. TO STRUCTURE (O.D. - 16" X 16 ") C - COLUMN AT SALON AND OFFICE; SINGLE FACE GYP. BD. (O.D. -12 "X12 ") Q / EXISTING WALL PLAN "0" - EXISTING WALL 3/4 ° =1' - (STUDS © 15" O.C.) 2 -6 A 4 5/8" 2_6 PLAN "D" - NEW WALL 3/4° =1' -0° (STUDS @ 15" o.c.) GENERAL NOTES: 1. FOR STORES USING HEADER, FINWALLS EXTEND TO 1O' -0" A.F.F. 2. STUDS SHOWN INDICATE REQUIRED SUPPORT FOR STANDARDS. ADDITIONAL STUD SPACING FOR WALL CONSTRUCTION AS REQUIRED. PLAN "C" • 1/2" GYP. BD. ON 3-5/8" METAL STUDS (TYP. PLAN "A" 3/4 " =1' -0" FOR USE WITH FLUSH HEADER CONDITIONS STUDS @ 15" D.C. / OP11ONAL STANDARD (BY JC 3/4 ° =1' -0" FOR USE WITH FLUSH HEADER CONDI11ONS STUDS © 24" O.C. PLAN "E" 2' -6" 1/2" GYP. BD. ON 3 -5/8" METAL STUDS (TYP. 3/4 " =1' -0" FOR STORES USING HEADER: CORNER FILLERS EXTEND TO 10' -6" 4 )58 C - D PLAN DETAILS DRYWALL FIN -30" CODE COMPLIANCE OPTIONAL STANDARD (BY 3/4° =1' 0" DECOR TRIM CONTINUES AROUND ENDWALL (TRIM BY JCPENNEY) LINE OF HEADER UNE OF HEADER EQ. DECOR TRIM CONTINUES AROUND ENDWALL (TRIM BY JCPENNEY) THIS CONDITION MAY APPLY AT ALL PLAN DETAILS SHOWN ON THIS PAGE - VERIFY. 1 , 4 5/8" 2' -6" 1/2" GYP. BD. ON 3 -5/8° METAL STUDS (TIP.) FRAMING AS REQUIRED 1O' -0" HIGH UNO E EQ. FOR RENEWAL PROJECTS ONLY NOTE: HEIGHT OF WALL AND CEILING MAY VARY ACCORDING TO EXISTING CONDITIONS. REFER TO PLANS. STUD SPACING MAY VARY ACCORDING TO EXISTING CONDITIONS. NEW W LL 1/2" GYP. BD. ON 3.5/8" METAL STUDS (TYP.) PLAN "B" 3/4 " =1' -0" FOR USE WITH OFFSET HEADER CONDI11ONS STUDS ® 15" O.C. 1/2" GYP. BD. ON 3 -5/8" METAL STUDS (TYP.) II D" STANDARD (BY JCP) 2'-6" STANDARD (BY JCP) PLAN 3/4 " =1' -0" FOR USE WITH OFFSET HEADER CONDITIONS STUDS ® 24" O.C. I LINE OF HEADER PLAN "F" 55A -F -PLAN DETAILS - (HEADER 24" & 30 ") , b0'1%. OP11ONAL STANDARD (BY JCP) DECOR TRIM TERMINATES AT ENDWALL (TRIM BY JCPENNEY) LINE OF HEADER OPTIONAL STANDARD (BY JCP) DECOR TRIM TERMINATES AT ENDWALL (TRIM BY JCPENNEY) LINE OF HEADER 3/4 °=1' -0° GENERAL NOTE: STUDS SHOWN INDICATE REQUIRED SUPPORT FOR STANDARDS. ADDITIONAL STUD SPACING FOR WALL CONSTRUCTION AS REQUIRED. cm-7, ~ I 'UOb City CI crop •Ta , "r O:IProjects\0- JCP\02 Architectural Svc \01 Store Remodel\SouthCenter,WA#0696103 Drawings1A601_ Wall - Types.dwg z O U) ISSUED / REVISED NOV 2 7 ZUU7 PERMIT d; I PERMIT / PRICING ISSUE 11.19.07 DETAILS - STANDARD A6.10 co co T 0 rn o E (O 0 LE N U co co co _'_ 0 co co .1) N co =.. CO CO • N N 0) U— DATE 11/18/07 c5:15:42 PM COPYRIGHT 2007 CALLISON FLOORING MATERIALS ACTUAL AISLE WIDTH LAYOUT ANGLE NUMBER OF TILES X PERPENDICULAR Y DIAGONAL PORCELAIN TILE: INTERNATIONAL STONE - "CREMA" POLISHED - NOMINAL 12" X 12" X318" PERPENDICULAR ©12" DIAGONAL ®1.4142' "CREMA" HONED - NOMINAL 12" X 12" X 318" "CREMA" POLISHED - NOMINAL 12" X 24" X 318" (JEWELRY ONLY) "CREMA" HONED - NOMINAL 12" X 24" X 318" (JEWELRY ONLY) REP: TODD WARD - 972- 488 -2800 THINSET: MAPEI - GRANIRAPID "WHITE" (MIXED WITH 100% MAPEI GRANIRAPID LIQUID ADDITIVE) - FOR BOTH TILES GROUT: MAPEI - SANDED KERA 700, #11 SAHARA BEIGE" (NO ADDITIVE REQUIRED) CUSTOM BUILDING PRODUCTS - POLYBLEND #145 LIGHT SMOKE SANDED LATICRETE - #24 GREY SANDED --- –O" SEPHOR■ FLOOR TILE: TRANS CERAMICA - BORDER TILE - L40987 - 16" (15 -518 ") X 16" (15 -518 ") LUXUS BLACK POLISHED 3 4' -0" TRANS CERAMICA - FIELD TILE - P40105 - 16" (15 -518 ") X 16" (15 -518 ") NERO MARQUINIA HONED TRANS CERAMICA - EUROWEST: 800- 978 -7500, www.eurowest.com THINSET: MAPEI - GRANIRAPID "GREY" (MIXED WITH 100% MAPEI GRANIRAPID LIQUID ADDITIVE) - FOR BOTH TILES GROUT: MAPEI - UNSANDED KERA 700, #10 BLACK" (NO ADDITIVE REQUIRED) - FOR BOTH TILES CUSTOM BUILDING PRODUCTS - POLYBLEND #60 CHARCOAL, UNSANDED - FOR BOTH TILES LATICRETE - #22 MIDNIGHT BLACK, UNSANDED - FOR BOTH TILES 4 VINYL COMPOSITION TILE (VCT): (PRICINGISIGNING ROOM, ALTERATION ROOM, C.C.T.V, ROOM, OFFICE MACHINE ROOM) ARMSTRONG - STANDARD EXCELON IMPERIAL TEXTURE "SANDDRIFT WHITE" #51858 (12 "x12 ") 6' * 6' -0 REP: JEFF GOBBELL 800- 356 -9301 EXT: 8563 (CHILDREN'S FITTING ROOMS) FIELD TILE - ARMSTRONG STANDARD EXCELON IMPERIAL TEXTURE "GOLDEN" #51878 (12 "X12 ") ACCENT TILE #1 -ARMSTRONG STANDARD EXCELON IMPERIAL TEXTURE "PUMPKIN ORANGE" #51813 (12 "X12 ") ACCENT TILE #2 • ARMSTRONG STANDARD EXCELON IMPERIAL TEXTURE "TYRIAN PURPLE" #51944 (12 "X12 ") REP: JEFF GOBBELL 800 - 356 -9301 EXT: 8563 VINYL BASE: ARMSTRONG - "JET BLACK #60" 7' * 7' -0" REP: JEFF GOBBELL 800 -356 -9301 EXT: 8563 NOTE: BASE AT JEWELRYICOSMETIC CASES, SALON RECEPTION DESKS, AND SALON WALL FIXTURE IS TO BE MATERIAL AND COLOR OF ADJACENT FLOOR MATERIAL. HARDWOOD: ARMSTONG: - PREMIER PERFORMANCE, EEP3202, RED OAK - CASHMERE 7 4 1/2 3" X 318" SQAURE EDGE, LENGTH VARIES 9" - 48" CARPET TILE: —�s � - a � P' (IN SOLUTION CENTER) ■ co DE 0 , .. ;;;,,, c) INTERFACE, INC - "CHENILLE WARP II" -16729 - COLOR 1778 "YESTERDAY" g3 7 i '� „ ',.° w. NO ADHESIVE - INTERFACE TACTILES CARPET TILE CONNECTORS - . 1,. RESOURCE FLOORING GROUP REP: HAL MATTHEWS - (972)341 -1401 REFER TO MCS 09681. \ M�: _ ", CARPET: SHAW INC. - SHAW 4L197 NYLON GL 28 UPAT - COLOR 3620 "CALICO" 5 1/2 8' -0' ADHESIVE- SHAW H1000. SUBSTITUTIONS: WF TAYLOR'S 2055 OR MAPEI'S 220 SEAM SEALER- SHAW H4000. SUBSTITUTIONS: WF TAYLOR'S 2057 SHAW REP: ALTA McQUEEN: 1-800-424-7429 EXT. 8298 OR MOBILE: 972 - 978 -3638 EMAIL: ALTA.MCQUEEN @SHAWINC.COM REFER TO MCS 09680. W7....... Li 3 6 NOMINAL AISLE ACTUAL AISLE WIDTH LAYOUT ANGLE NUMBER OF TILES X PERPENDICULAR Y DIAGONAL Z PERPENDICULAR ©12" DIAGONAL ®1.4142' 4' * 4' -0' 4' -3' --- –O" 4 3 4' -0" 5' * 5' -0' 5' -8' 1 3' -0' 5 4 5' -O 6' * 6' -0 5-8' ------12'-0" 6 4 7' * 7' -0" 6'-4" 2' -O" 7 4 1/2 7,-0" 8' * 8' -0' 7' –g" ------13' –O" 8 5 1/2 8' -0' FLOOR TILE A THIN SET BED FLOOR TILE TO CONCRETE FLOOR TILE B THIN SET BED C e :. ° _ ' o •� 'e• •. o ro - a • • - p •o o . • o_ •O p •°. A • G. °- rQ -O . o • °- r a . ate ' o FLOOR TILE TO VINYL TILE FLOOR TILE THIN SET BED CARPET TRANSITION STRIP GC ALUMINUM ANODIZED DIVIDER STRIP FLASH PITCH AS REQ'D. 2 ALUMINUM ANODIZED DIVIDER STRIP 1 FLASH PITCH AS REQ'D. Ir.,i��i�o�� rissiummull CARPET TRANSITION STRIP BY GC a a� a a a a a a a a a a a a a a a aa� � �aa aaaa a as aaa a s a� CARPET TILE TO FLOOR TILE FLOOR SLAB D 1 2 IIIIIIIIIIII I _ L 0 CONCRETE TO CARPET E F G TILE REDUCER CONCRETE TO VINYL TILE CARPET EDGING BY GC VINYL TILE FLOOR VINYL TILE TO CARPET FLOOR TILE x - 11111111 ALUMINUM ANODIZED DIVIDER STRIP THIN SET BED ADHESIVE FLOOR SLAB TILE /CARPET JUNCTION ALUMINUM ANOUILED DIVIDER SNIP THIN SET BED FLOOR TILE TO FLOOR TILE 5 09300- FLOOR FINISH TRANSITION �l SCALE: NOT TO SCALE 09300 –G VINYL TILE FLOORING CARPET BY JCP CARPET BY JCP VINYL TILE FLOORING CARPET TILE BY JCP CARPET BY JCP — I x L - - - - f \ J FLOOR BOX \ i X ■■■■■ ■■■ 1 ■ ■ ■ ■ ■■■■■■■II■ \■■■■■■■■■■■r I x L_ 09300 –G ---- - - - - -- 2 j ■ ■ ■ ■ ■ ■ ■ ■ ■■ FLOOR BOX FLOOR BOX — T U a +— C 2 � 09320- TILE PATTERN AT CASHWRAP SCALE:3 /8" =1' -0" A GROUT JOINT SOFT JOINT OF FLOOR TILE . POLYURETHANE SEALAN GROUT JOINT \ \4'v\\\ \CiS\\\ \ \ \ \\v\wai\\k\\\ \1\\v \Cv \ \ :(k \ \ \J\ \1i B C 10' (10 TILES) FOR 8' - 9 1/8" OR 8' - 8 1/8" CASH WR 8' (8 TILES) FOR 6' - 6 1/8" CASH WRAP. AT OUTSIDE CORNER - PROVIDE MINIMUM 6 DIAGONAL 11LES SOFT JOINT OF GROUT JOINT FLOOR 11LE POLYURETHANE SEALANT GROUT JOINT di:,\ \WSi @�: \ \ \�; ;,R,:A\ \\'I S�k�aFx ) ' \ \v: \\M...\ %:• i ;2 \,@ }\\ \ \ \ \; ,\\ \ \\ \i, K.,\\\\ Q\ \ \\v \\\.\,\,;, \ \ \? \\Si.N 't \ \Vh. 1; \ ; \ \ \ \ \', \\ \` \t�\\ CRACK ISOLATION MEMBRANE PER MCS 09300 JOINT BRIDGING CRACK ISOLATION MEMBRANE PER MCS 09300 JOINT BRIDGING SOFT JOINT OF GROUT JOINT \ FLOOR JOINT POLYURETHANE SEALANT GROUT JOINT \ \•,\ Ft;\\\\ i\:\\;\\: Si;;\ \ \ \t\ \ \ \iQ \Q \.`.v.l \ \\ \�1hu\\ u CRACK ISOLATION MEMBRANE PER MCS 09300 •• ••0:• CRACK ISOLATION C 4 09302- FLOOR TILE JOINT DETAIL SCALE: NOT TO SCALE •. ( FLOOR SLAB CRACK ALL EXPANSION, CONSTRUCTION OR CONTROL JOINTS • ALL EXPANSION, CONSTRUCTION OR CONTROL JOINTS NOTE: SHEET WIDTH – 3 TILES MINIMUN (ONE FULL TILE OVER JOINT PLUS ONE ROW ADJACENT TO JOINT) • • • •D • • • • .• . p - - - I. •, • FLOOR SLAB v • �...o• •p• FLOOR SLAB MORTAR MORTAR • MORTAR 1x6 BLOCK CUT TO _. FIT FOR MID – SUPPORT OF BRACKET © LAMPS DEPT. ONLY ca w 1/2 GYP. BD. ON 3 --5/8" METAL STUDS FINISH FLOOR PERIMETER WALLS CONTINUE TO STRUCTURE NOTE: METAL STUD SIZE AND GAUGE SELECTION TO BE DESIGN /BUILD BY CONTRACTOR AS REQUIRED FOR JC PENNEY STUD SPACING AND HEIGHT REQUIRED. 11" FULL MULTIPLE OF 12' OVERALL 2 NOTE: TILE CONTRACTOR SHALL ONLY USE FULL OR HALF –TILE PIECES, INDICATED ABOVE WHEN LAYING –OUT DIAGONAL WIDTH (Y). * MOST COMMON AISLE WIDTHS – OTHER AISLE WIDTHS AS MAY BE REQUIRED SHALL BE CALCULATED IN A SIMILAR MANNER TO THOSE INDICATED ABOVE. 3 09310 -12 "X12" TILES FLOOR AISLE PATTERN SCALE:3 =1 ' -O" HWW -24P BRACKET @24" - 30" O.C. PER EXISTING STUD LAYOUT, (BY JCP) AT 21A HW -527 BRACKET @24 -30" O.C. PER EXISTING STUD LAYOUT, (BY JCP) AT 21B S.A.C. A = 2' -6" B =3' -4" 21A (STUDS @ 15" - 24" O.C. TO MATCH EXISTING) MEN'S MEN'S SPORTSWEAR ATHLETIC APPAREL MEN'S CLOTHING YOUNG MENS MEN'S ACCESSORIES CHILDRENS INFANTS GIRLS BOYS SHOES HOME WINDOW COVERINGS HOUSEWARES (NON -MOAG) LUGGAGE WALL ART WOMEN'S ACCESSORIES HOISERY COSMETICS DRESSES MATERNITY OUTERWEAR /SWIMWEAR PETITES CAREER CASUAL WOMEN'S SIZES JUNIORS INTIMATE APPAREL 21 C (STUDS © 15 - 24" O.C. TO MATCH EXISTING) ALTERNATE HEADER FOR STORE RENOVATIONS TO MATCH EXISTING 1 21A- B- MERCHANDISE WALL DETAIL 3/4" =10" 3 1w6" Lel W ce w .- : � a 3X a) 7 J.C. PENNEY FIXTURrT P E 138 REFER TO ELECTRICAL DRAWINGS FOR LIGHT FIXTURE HEADER, BRACKET AND TRIM (BY JCP) X PERPENDICULAR WIDTH 12 NOMINAL TILE N 2 0 U) ISSUED / REVISED REC-ERVED NOV 2 7 ZUU7 PERMIT Ut-■ 1 DETAILS - STANDARD A6.20 DATE E 0 0 0 C13 0 PERMIT / PRICING ISSUE 11.19.07 0:1Projects10- JCP102 Architectural Svc101 Store Remodel\SouthCenter,WA#0696103 Drawings1A601_ Wall - Types.dwg 11/18107 c5:16:49 PM COPYRIGHT 2007 CALLISON TABLE 1704.4 REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION VERIFICATION AND INSPECTION CONTINUOUS PERIODIC REFERENCED STANDARD IBC REFERENCE 1. INSPECTION OF REINFORCING STEEL AND PLACEMENT. - X ACI 318: 3.5, 7.1 -7.7 1913.4 2. VERIFYING USE OF REQUIRED DESIGN MIX - X ACI 318: Ch. 4, 5.2 -5.4 1904.2.2, 1913.2, 1913.3 3. AT THE TIME FRESH CONCRETE IS SAMPLED TO FABRICATE SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP AND AIR CONTENT TESTS, AND DETERMINE THE TEMPERATURE OF THE CONCRETE. - X ASTM C 172, ASTM C31, ACI 318: 5.6, 5.8 1913.1 4. INSPECTION OF CONCRETE AND SHOTCRETE PLACEMENT FOR PROPER APPLICATION TECHNIQUES. X - ACI 318: 5.9, 5.10 1913.6, 1913.7, 1913.8 5. INSPECT FORMWORK FOR SHAPE, LOCATION AND DIMENSIONS OF THE CONCRETE MEMBER BEING FORMED. - X ACI 318: 6.1.1 - 6. ADHESIVE INSTALLATION OF CONCRETE REINFORCEMENT _ X 1704.13 THE STRUCTURAL CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE STRUCTURE IS DESIGNED TO BE A STABLE UNIT AS A COMPLETED WHOLE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DESIGN, ERECT AND INSPECT TEMPORARY SHORES, BRACES, ETC. TO SUPPORT THE STRUCTURE AGAINST ALL ANTICIPATED LOADS INCLUDING GRAVITY, WIND AND LATERAL EARTH PRESSURE UNTIL ITS COMPLETION. OBSERVATION VISITS TO THE SITE BY THE STRUCTURAL ENGINEER SHALL NOT INCLUDE INSPECTION OF THESE METHODS OF CONSTRUCTION. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND SETE CONDITIONS PRIOR TO STARTING CONSTRUCTION. RESOLVE ANY DISCREPANCY WITH THE ARCHITECT. WORKMANSHIP AND MATERIALS SHALL COMPLY WITH THE LATEST EDITIONS OF THE INTERNATIONAL BUILDING CODE AND TESTING STANDARDS. NOTES AND DETAILS ON THE DRAWINGS TAKE PRECEDENCE OVER THE GENERAL STRUCTURAL NOTES AND TYPICAL DETAILS. WHERE NO SPECIFIC DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE PROJECT. "TYPICAL" DETAILS ARE NOT FLAGGED ON THE DRAWINGS, BUT APPLY UNLESS NOTED OTHERWISE. COORDINATION; ALL DRAWINGS ARE CONSIDERED TO BE PART OF THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE DRAWINGS AND SPECIFICATIONS AMONG THE SUBCONTRACTORS PRIOR TO START OF CONSTRUCTION. ANY DISCREPANCIES THAT ARE FOUND SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO START OF CONSTRUCTION. ANY WORK PERFORMED IN CONFLICT WITH THE CONTRACT DOCUMENTS OR ANY CODE REQUIREMENTS SHALL BE CORRECTED BY THE CONTRACTOR AT HIS OWN EXPENSE AND AT NO EXPENSE TO THE OWNER OR ARCHITECT. COORDINATION SHALL INCLUDE, BUT NOT BE LIMITED TO, VERIFYING THE LOCATION AND WEIGHT OF ALL MECHANICAL AND ELECTRICAL EQUIPMENT AS WELL AS THE SIZE AND LOCATION OF ALL MECHANICAL OPENINGS IN ROOFS, FLOORS AND WALLS. UNLESS OTHERWISE NOTED ON THE DRAWINGS, DO NOT PENETRATE ANY STRUCTURAL ELEMENTS SUCH AS BEAMS, COLUMNS, WALLS, SLABS, ETC. WITHOUT PRIOR WRITTEN APPROVAL OF THE STRUCTURAL ENGINEER THROUGH THE ARCHITECT. SHOP DRAWINGS; THE CONTRACTOR SHALL REVIEW AND APPROVE ALL SHOP DRAWINGS PRIOR TO ENGINEERING REVIEW. SUBMISSIONS FOR ENGINEERING REVIEW SHALL INCLUDE A REPRODUCIBLE AND ONE COPY; REPRODUCIBLE WILL BE MARKED AND RETURNED. SPECIAL INSPECTIONS; THE OWNER WILL EMPLOY AN ICBO CERTIFIED SPECIAL INSPECTOR TO PROVIDE INSPECTION OF THE FOLLOWING ITEMS PER IBC CHAPTER 17 AND THE REQUIREMENTS OF THE APPROPRIATE LOCAL JURISDICTION: CONCRETE AND REINFORCING STEEL: PER TABLE 1704.4 OF THE IBC. CODE: 2006 EDITION OF THE INTERNATIONAL BUILDING CODE. DESIGN LOADS; FLOOR LIVE LOAD (RETAIL) - - - - 75 PSF CONCRETE; CONCRETE CONSTRUCTION SHALL CONFORM WITH THE LATEST EDITION OF ACI 301, "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS" AND ACI 318, "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE ". SUBMIT MIX DESIGNS FOR EACH CLASS OF CONCRETE. ALL CONCRETE SHALL BE NORMAL WEIGHT CONCRETE UNLESS NOTED OTHERWISE. CONCRETE CONTAINING SUPERPLASTICIZING ADMIXTURE SHALL HAVE A SLUMP NOT EXCEEDING 3 ", TO BE FIELD VERIFIED, PRIOR TO ADDING ADMIXTURE, AND NOT EXCEEDING 8" AT PLACEMENT. ADDITION OF WATER TO A MIX WITH INSUFFICIENT SLUMP WILL NOT BE PERMITTED, EXCEPT AS ALLOWED PER ASTM C494. MECHANICALLY VIBRATE ALL CONCRETE WHEN PLACED. MINIMUM CONCRETE MIX DESIGN REQUIREMENTS SHALL BE AS FOLLOWS: ITEM WALL MINIMUM 28 DAY CEMENT CONTENT STRENGTH MAX. SIZE AIR MAX. (SACKS /CY) F'c (PSI) AGGREGATE ENTR. SLUMP 5 1/2 4000 3/4" 2% 4 " REINFaRCING STEEL• DEFORMED BARS: ASTM A615 GRADE 40 FOR #3 AND GRADE 60 FOR #4 AND LARGER. CLEAR CONCRETE COVERAGE (APPLIES UNLESS NOTED OTHERWISE): FORMED CONCRETE NOT EXPOSED TO EARTH OR WEATHER - WELDING: WELDING OF REINFORCING STEEL IS PROHIBITED. LAP SPUCES IN CONCRETE: UNLESS NOTED OTHERWISE, LAP SPLICES IN CONCRETE BEAMS AND WALLS SHALL BE CLASS "B" TENSION LAP SPUCES. STAGGER ALTERNATE SPLICES A MINIMUM OF ONE LAP LENGTH. SPACING SHOWN FOR REINFORCING BARS ARE MAXIMUM ON CENTERS. ALL BARS PER CRSI SPECIFICATIONS AND HANDBOOK. SECURELY TIE ALL BARS IN POSITION PRIOR TO PLACING CONCRETE. 1 1/2" EPDXY ANCHORS: EPDXY ANCHORS SHALL BE HILTI HIT -RE 500 SD ADHESIVE ANCHORS AND SHALL CONFORM TO ICC ESR -2322 REPORT. n r AAA L 1 (P) NEW 8 CONC SHEAR WALL BELOW NEW 8" CONC SHEAR WALL -DEMO EXIST CMU INFILL WHERE EXISTS (NO SHEAR WALLS CURRENTLY IN THESE BAYS) 1/8" = 1' -0" 1/8" = 1' -0" OH W1 L13 \/ / 1 I I 1 111111110r II 20' -6" PARTIAL PLAN © SECOND FLOOR Q 20' -6" PARTIAL PLAN © MALL LEVEL REID MIDDLE TON, O;N, N c PERMIT ISSUE ISSUED / REVISED 11.20.07 A BID ISSUE - ADDM A 12.12.07 73\ PLAN REV. COMM. 01.24.08 41' -0" EXIST CONC COL TO BE R OVED EXIST WALLS TO BE REMOVED EXIST WALLS TO BE REMOVED h' NEB( ONC CO, T LOCS NOTES: 1. CONTRACTOR TO DESIGN AND PROVIDE ALL REQUIRED TEMPORARY SHORING PRIOR TO EXISTING CONC COLUMN REMOVAL 2. CONCRETE SHEAR WALLS MAY BE SHOTCRETE. NEW C TYP NOTES: 1. CONTRACTOR TO DESIGN AND PROVIDE ALL REQUIRED TEMPORARY SHORING PRIOR TO EXISTING CONC COLUMN REMOVAL 2. CONCRETE SHEAR WALLS MAY BE SHOTCRETE. KEY PLAN NC COL, LOCS *ACV CODE CO PL A ` ( F'E J:107jobs107551 JC Penny Southcenter Remode1\0.0 DWGS1S124x36_Title_Block.dwg Ott of Tukwila _ r AREA OF NEW WORK 9/12/07 X6:12:36 PM z Q U) J J U S -001 r7 C) N T a rn c O C Co co CO CO Cr) N a i co co CO co N N U) I— U. E 0 0 0 U STRUCTURAL NOTES, PARTIAL FRAMING PLANS COPYRIGHT 2007 CALLISON 1 OWNER: JC PENNY COMPANY 6501 LEGACY DRIVE, PLANO, TX 75024 -3698 T 972 - 431 -1756 F 972 - 531 -1756 IY E n ISSUED I REVISED DATE PERMIT ISSUE 11.20.07 A BID ISSUE - ADDM A 12.12.07 7B\ PLAN REV. COMM. 01.24.08 ELEVATION, SECTIONS AND DETAILS S -002 EXIST PC PANEL EXIST CONC BEAM ROOF LEVEL 64.66' (FIELD VERIFY) REMOVE EXISTING BRICK TO EXISTING STEEL LEDGER Co m (5) #9 BOT NEW )NC COL, SEE COL BELOW FOR REINF SECOND FLOOR ELD VERIFY) #3 TIES ®8 "OC 8" OC EXIST C BEAM EPDXY (2) -" EMBED) NEW INC COL 2 C MALL :L (FIELD VERIFY) EXIST 12" CONC WALL 1 /2" = 1' -0" • • #3 STIRRUPS ` I I ' ® 12" OC (3) #5 TOP DRILL & EPDXY # 18" 18" OC, EACH WAY (4" EMBED) #5 ® 12" OC, EACH FACE N) NEW CONC BEAM, SEE BEAM ABOVE FOR REINF w 4 c) 5Q U) W d 5o NEW CONC BEAM SECTION J U -H EXTEND CONC AT COLUMN LOCATIONS J U 0, NOTE: ALL CONCRETE TO BE PLACED TIGHT AGAINST EXIST. CONCRETE. W L EXIST PC PANEL ROOF LEVEL 64.66' (FIELD VERIFY) EXIST CONC BEAM SECOND FLOOR 47.08' (FIELD VERIFY) EXIST CONC BEAM DRILL & EPDXY #4x3' -0" BARS ®18" OC WI 4" MIN EMBED, • TYP T &B OF WALL, NEW 8" CONC SHEAR WALL, SEE PLAN MALL LEVEL 28.50' (FIELD VERIFY) EXIST 12" CONC WALL 1/2" = 1' -0" • • • • • NEW CONC WALL SECTION EXIST PC PANEL EXIST CONC BEAM ROOF LEVEL 64.66' (FIELD VERIFY) DRILL AND EPDXY ALL #5 HORIZ TO EXIST COLUMN (4" EMBED) EXIST CONC COLUMN EXTENT OF BEAM BEYOND (5) #9 BOT CONT EXIST CONC COLUMN TO BE REMOVED SECOND FLOOR 47.08' (FIELD VERIFY) DRILL AND EPDXY ALL #5 HORIZ TO EXIST COLUMN (4" EMBED) EXIST CONC COLUMN EXTENT OF BEAM BEYOND EXIST CONC COLUMN TO BE REMOVED - CONTRACTOR TO FIELD VERIFY DIMENSIONS AND NOTIFY STRUCTURAL ENGINEER MALL LEVEL 28.50' (FIELD VERIFY) EXIST CONC COL 1 /2" = 1' -0" I- . . 9" DRILL & EPDXY _ #5 © 18" OC, 00 EACH WAY (4" EMBED) OMIT BEAM TIES AT EXIST CONC COLUMN EXIST CONC COLUMN TO BE REMOVED #5 @ 12" OC, EACH FACE 1 T NEW CONC BEAM SECTION OMIT BEAM TIES AT . EXIST CONC COLUMN EXIST CONC COLUMN TO BE REMOVED Co NOTES; 1. SEE Al /S -002 FOR ADDITIONAL REQUIREMENTS. 2. SHADED AREA INDICATES AREA OF CONC TO BE REMOVED. SEE NOTE ON S -001 FOR TEMPORARY SHORING. L 0 NEW CONC COL FACE OF COLUMN l 2" 6 MIN 1/2" = 1' -0" CONC COL W/ (8) #6 VERT & # TIES @ 12" OC, DRILL & EPDXY #6 VERT W/ 4" MIN EMBED. CONTRACTOR TO VERIFY SLAB THICKNESS PRIOR TO INSTALLING EPDXIED BARS AND NOTIFY STRUCTURAL ENGINEER. PROVIDE Y4" MIN CLEARANCE AT SLAB. CONC BEAM ELEVATION e TOP BARS 20' -6" • PLAN VIEW Li43(0 1/8" = 1' -0" A BOTTOM BARS PER Al /S -002 0 NOTES: 1. ALL TOP AND BOTTOM REINFORCING SINGLE LAYER UNO. 2. PROVIDE HOOKED BARS AT COLUMNS. 3. NEW CONCRETE TO BE PLACED TIGHT AGAINST EXIST CONCRETE. 0 z 0 0 B NEW COL REINFORCING DETAIL B2 NEW CONC yE , 1 . 1 0- 11111111 1,1111111 wo„pom ■i' ■�I NI 'I 111I11iiiiiiiiiiii CL - T 41'- -O NEW OPNG) SEE ARCH L BEAM 2 ' +0 " ELEVATION @ GRID 53 EXIST CONC COLUMN TO BE REMOVED EXIST CONC COL DRILL & EPDXY #5x3' -11" BARS 015 "OCW / 4" MIN EMBED 20'-6" 12" CONC WALL BELOW MALL LEVEL REID MIDDLETON, INC 1 0 _ k I #4 ® 18" OC, VERT 3 -4" LAP SPLICE PLAN VIEW WALL DETAIL NEW STRUCTURE BEYOND 0 m TOP BARS NEW STRUCTURE BEYOND " 6" MIN FACE OF COLUMN ROOF MALL LEVEL #5 ®15 "OC, HORIZ SECOND FLOOR J:107jobs107551 JC Penny Southcenter Remode110.0 DWGS1S124x36_Title_Block.dwg NEW CONC COL NEW 8" CONC WALL, SEE PLAN lc- COQ 9112107 X6:12:36 PM COPYRIGHT 2007 CALLISON