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HomeMy WebLinkAboutPermit D11-199 - WESTFIELD SOUTHCENTER MALL - ICING - TENANT IMPROVEMENTICING 1003 SOUTHCENTER MALL D11-.199 City oofukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206431 -3670 Inspection Request Line: 206 - 431 -2451 Web site: http: / /www.TukwilaWA.gov DEVELOPMENT PERMIT Parcel No.: 9202470010 Address: 1003 SOUTHCENTER MALL TUKW Suite No: Project Name: ICING Permit Number: D11 -199 Issue Date: 07/26/2011 Permit Expires On: 01/22/2012 Owner: Name: WESTFIELD PROPERTY TAX DEPT Address: PO BOX 130940 , CARLSBAD CA 92013 Contact Person: Name: AMY SHYMANSKI Address: 319 ELAINES CT , DODGEVILLE WI 53533 Contractor: Name: BERGMAN BROS Address: 4300 EDISON AV , CHINO CA 91710 Contractor License No: BERGMB *0330N Phone: 608 - 319 -2096 X8 Phone: 909 - 627 -3651 Expiration Date: 11/30/2012 DESCRIPTION OF WORK: INTERIOR TENANT IMPROVEMENT OF EXISTING MALL SPACE Value of Construction: $138,500.00 Fees Collected: $2,964.02 Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2009 Type of Construction: II-B Occupancy per IBC: 0019 Electrical Service Provided by: PUGET SOUND ENERGY * *continued on next page ** doc: IBC -7/10 D11-199 Printed: 07 -26 -2011 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: N N Water Main Extension: Water Meter: N Permit Center Authorized Signature: Number: 0 Size (Inches): 0 Start Time: Volumes: Cut 0 c.y. Start Time: Private: Profit: N Private: End Time: Fill 0 c.y. End Time: Public: Non - Profit: N Public: Date: -4 2 (J ( I 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 work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: Print Name: Date: 0'7v-(.10 ( I This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: 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. 6: 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. doc: IBC -7/10 D11-199 Printed: 07 -26 -2011 7: Remove all demolition rubble and loose rilikellaneous material from lot or parcel of groroperly cap the sanitary sewer connections, and properly fill or otheW protect all basements, cellars, septic tankilWlls, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 8: Manufacturers installation instructions shall be available on the job site at the time of inspection. 9: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 10: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431- 3670). 11: 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. 12: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 13: ** *FIRE DEPARTMENT CONDITIONS * ** 14: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 15: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 20B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 16: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand -held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 17: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) 18: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 19: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4 -3, 4 -4) 20: 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) 21: 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) 22: 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) 23: 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) 24: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 25: Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot -candle (11 lux) and a minimum at any point of 0.1 foot -candle (1 lux) measured along the path of egress at floor doc: IBC -7/10 D11 -199 Printed: 07 -26 -2011 level. Illumination levels shall be permitted ecline to 0.6 foot -candle (6 lux) average an of 0.06 foot -candle (0.6 lux) at the end of th ergency lighting time duration. A maximun uniformity ratio of 40 to 1 shall not be exceeded. (IFC 1006.4) umum at any point nimum illumination 26: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinlder heads. (IFC 901.4) 27: 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) 28: All new sprinlder systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2050). 29: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #2051. (ALL FIRE ALARM COMPONENTS TO BE TIED TO THE MAIN MALL FIRE ALARM PANEL.) 30: Maintain fire alarm system audible /visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible /visual notification devices. (City Ordinance #2051) 31: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2051) (IFC 104.2) 32: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 33: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.5 of the International Building Code. 34: Post address on storefront per approved Westfield standards. 35: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 36: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 37: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: IBC -7/10 D11 -199 Printed: 07 -26 -2011 CITY OF TUKWILA Community Development Department Pubic Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 htto://www.ci.tukwila.wa.us Building Permit No. b iy ( qq Mechanical Permit No t 4 t t �-0 g Plumbing/Gas Permit No (j 11- Q Public' Works Permit No Project No. (For of ce use only) 3 Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. "Please Print** SITE LOCATION /0 Site Addresses 9 D 5 //7C�rt I vt /?4a -e. King Co Assessor's Tax No.: R.)-0 23-1.-7---0 0 ( 0 Tenant Name: Suite Number: Lf.32- Property Owners Namc: ado( c Mailing Address: / /eta/ Wi/ 7I) 1 d. / P� Floor: New Tenant: '®'.....Yes ❑..No Go`rCit A Statc zip CONTACT PERSON who do we contact when your permit is ready to be issued Name: Mailing Address -tr . E-Mail Address: �.myNS-ig •� 3t Eta %.1eo C Day Telephone: &a .3/9. ?o9Ge t t Dadl.c ►-r /lL tN/ S3S33 City. State Zip Fax Number: U01.319. 2.o 11 GENERAL CONTRACTOR INFORMATION-115D (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: Mailing Address: Sutc Contact Person: E -Mail Address: Contractor Registration Number: City Day Telephone: Fax Number: Expiration Date: Zip ARCHITECT OF RECORD - All plans must be stamped by Architect of Record Company Name: & W - fxn1(r Mailing Address: 172-1/ Lt. %�rll/yv Contact Person: L if�rt#vi y pony E -Mail Address: y e Sf t Cervi Tan >9-nfnni.0 73e. 7tvvIr City State Zip Day Telephone: 2/2 - 1-11. /370 Fax Number: 2/2 • 202 • We/J ENGINEER OF RECORD — All plans roust be stamped by Engineer of Record Company Name: h f%? / Gl h Mailing Address: Nb�3/r_/W���fprt'f f /ewy tS7e3ol Contact Person: /ir/GheG&I E -Mail Address: A.f'►zli�SW. Crr•l It. ApptcatKSU tumv.AMb .�ho s Oa Line 2010 Appikatom..1.1010. Pawn Applkat.on.1... Net iseJ 7 -znat t?'`t-C %x 7/21-7), City Sutc Zip Day Telephone: V-7 -44/0 - 2gS ' Fax Number: gi /1- 2S7 ` riff/ Paget oft, 4'( • • BUILDING PERMIT INFORMATION : 206 - 431 ?3670 Valuation of Project (contractor's bid price): S i 3ed szr ' Existing Building Valuation: S Scopc of Work (please provide detailed information): I rtit(OJr ttelno -f , eVF1nen. Will there be new rack storage? ❑ Yes No If yes. a separate pcnnit and plan submittal will he required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (arca 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: ,J (P Lot Area (so fl): _ Floor area of principal dwelling: Fluor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. 1 Number of Parking Stalls Provided: Standard: bicd.gJ7i12...- Will there be a change in usc? ❑ Yes Compact: No II yes ", explain: handicap:fji%(� i . FIRE PROTECTION /HAZARDOUS MATERIALS: to Sprinklers ❑ Automatic Fin Alarm ❑ None ❑ Other Ispccifv) Will then be storage or usc of flammable. combustible or hazardous materials in the building? ❑ Yes AS1 No If "yes', attach list of materials and storage locations on a separate 8-113 "x / / •• paper including quantities and Material Safety Data Sheets. ?VA, 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. 11 AprIw nm. )o - A{rbal•+i.th, Lme:mo Ar;IKalrom ;.]ulu. hermn ArIU I,nn,Li Rno.d 7. :nin 141 tr Page i of 6 Existing Interior Remodel Addition to Existing Structure New Type of • Construction per IBC Typo of Occupancy per IBC " Floor. ^.•'. ' '• /1.! ZI3 01 god Floor 3`d Floor Floors thru Basement Accessory Stricture' Attached Garage Detached Gaiagc Attached Carport Detached Carport' . Covered Deck ' : • • Uncovered Deck • • PLANNING DIVISION: Single family building footprint (arca 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: ,J (P Lot Area (so fl): _ Floor area of principal dwelling: Fluor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. 1 Number of Parking Stalls Provided: Standard: bicd.gJ7i12...- Will there be a change in usc? ❑ Yes Compact: No II yes ", explain: handicap:fji%(� i . FIRE PROTECTION /HAZARDOUS MATERIALS: to Sprinklers ❑ Automatic Fin Alarm ❑ None ❑ Other Ispccifv) Will then be storage or usc of flammable. combustible or hazardous materials in the building? ❑ Yes AS1 No If "yes', attach list of materials and storage locations on a separate 8-113 "x / / •• paper including quantities and Material Safety Data Sheets. ?VA, 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. 11 AprIw nm. )o - A{rbal•+i.th, Lme:mo Ar;IKalrom ;.]ulu. hermn ArIU I,nn,Li Rno.d 7. :nin 141 tr Page i of 6 PERMIT APPLICATION NOTES — Applicable to all permits In tbls application Value of Construcdon — 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 fix 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 1 HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE 0 WASHINGTON, AND 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING O ,./ ER OR UT O D GENT: Signature: Print Name: 4%1 spy Mailing Address: 3/(19 f ett)140 — IDate Application Accepted: Date: Day Telephone: teoe, 3/9 20 9er !�Y' 4, 94 <Cc. WI 535-33 Sara Zip 1 Date Application Expires: I L( Staff Initials: H: AppliWloasiorw Applirnkes On L1nr2010 Apptcano n'.7.2010. Perth Application don Res Leak 7.2010 bi. Page 6of6 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206-431-3665 Web site: http: / /www.TukwilaWA.gov RECEIPT ParcelNo.: 9202470010 Permit Number: D11 -199 Address: 1003 SOUTHCENTER MALL TUKW Status: ISSUED Suite No: Applied Date: 06/28/2011 Applicant: ICING Issue Date: 07/26/2011 Receipt No.: R11 -02035 Initials: User ID: WER 1655 Payment Amount: $378.00 Payment Date: 09/16/2011 12:19 PM Balance: $0.00 Payee: RICHARD KOPACZEWSKI TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 057014 ACCOUNT ITEM LIST: Description 378.00 Account Code Current Pmts BUILDING INVESTIGATION 000.322.800 378.00 Total: $378.00 doc: Receipt -06 Printed: 09 -16 -2011 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206-431-3665 Web site: http: / /www.TukwilaWA.gov RECEIPT Parcel No.: 9202470010 Permit Number: D11 -199 Address: 1003 SOUTHCENTER MALL TUKW Status: APPROVED Suite No: Applied Date: 06/28/2011 Applicant: ICING Issue Date: Receipt No.: R11 -01580 Payment Amount: $1,798.15 Initials: WER Payment Date: 07/26/2011 03:45 PM User ID: 1655 Balance: $0.00 Payee: B & B CONTRACTORS INC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 70815 1,798.15 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES STATE BUILDING SURCHARGE 000.322.100 640.237.114 Total: $1,798.15 1,793.65 4.50 doc: Receiot -06 Printed: 07 -26 -2011 SET RECEIPT RECEIPT NO: R11 -01319 Initials: WER Payment Date: 06/28/2011 User ID: 1655 Total Payment: 1,366.90 Payee: STATE PERMITS INC SET ID: 062811 SET NAME: ICING SET TRANSACTIONS: Set Member Amount D11 -199 1,165.87 EL11 -0563 100.53 M11 -086 66.11 PG11 -088 34.39 TOTAL: 1,165.87 TRANSACTION LIST: Type Method Description Amount Payment Check 10458 1,366.90 TOTAL: 1,366.90 ACCOUNT ITEM LIST: Description Account Code Current Pmts ELECTRICAL PLAN - NONRES 000.345.832.00.0 PLAN CHECK - NONRES 000.345.830 TOTAL: 100.53 1,266.37 1,366.90 INSPECTION RECORD L Q Retain a copy with permit-49 11 ' ( 1 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: ...C' -r 0 c._ Type of Inspection: F: 1J *L 1. J . (&/lc Address: r+o03 Sc X41( Date Called: Special Instructions: Date Wanted:. a.m. Requester: Phone No: _ .4.04 - 323 -3481 54,.... Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS( Ai 6 - fi0 ►IA%at t C' f Pry.+, -�� �l- Am Date: In 11/1), ❑ REI SPECTION FEE REQlri RED. Prior b next inspection, fee must be pai . at 6300 Southcenter B(vd., Suite 100. Call to schedule reinspection. 5 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 r• O1( -HI Project: C _ +co. Type of Inspection: ref ) ef } .�[ 1 cc-/I'O7/? iv .1(' -,•N'v r.'" AleNSWO fil Address: ► "v3 .Sc AM ( Date Called: Special Instructions: Date Wanted:. t7 -� - a.m;` t/ p.m. Requester: Phone -.4c o4 —323 -31p Ej Apprroved per applicable codes. Corrections required prior to approval. COMMENTS: 0 Pow -1y.91: 0x/ S - /A.- /...hv / / ref ) ef } .�[ 1 cc-/I'O7/? iv .1(' -,•N'v r.'" AleNSWO fil P,41./' e C2 f ai' Z-4.,,,,,5 ? t. C n p ector Date: SPECTION FEE RE IRED. Prio - to next inspection, fee must be id at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. • INSPECTION NO. INSPECTION RECORD Retain a copy with permit £lt t' PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: !—jam /� r Typ f In^s�pectiop: D Address: MD; 5c LL. Date Called: Special Instructions: 1 PA .... Date Wante i iv — 11 a.m. Requester: Phon o: Approved per applicable codes. Corrections required prior to approval. COMMENTS: tr • 7-4.:10.07/...e.....e-Al 0.4 61.7 REINSPECTION FEE R UIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suittexr00. Call to schedule reinspection. • INSPECTION RECORD Lam" Retain a copy with permit INSPECTION NO. PERMIT NO�J CITY CIF TUKWILA BUILDING DIVISION •6300_Southcenter Blvd., #100, Tukwila. WA 98188 it (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project • R • Type of Inspection: S.,.)S- e_.--e.".(4 Date Called-P. 1 c—f i\ t-.. A6 Address: ::.1. a7 0 SC. AA {I Special Instructions: r • Date Wanted ` '` aa..m.. m. Requester: Phone No: • proved per applicable codes. D Corrections required prior to approval. COMMENTS: A C/6` is 46t: ^, (inspect r. • ri REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF' TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 0, (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: Type of Inspection: N .---► Address: 1003 SC Alf Date Called: Special Instructions: , Date Wanted _ %a•m - (( p.m. Requester: Phone No 4d4 - 323 -31.( Approved per applicable codes. D Corrections required prior to approval. COMMENTS: A- REINSPECTION FEE REQUIRED, 'rior to next inspection. fee must be paid at 6300 Southcenter Blvd.. uite 100. Call to schedule reinspection. INSPECTION NO. CITY OF TUKWILA BUILDING t 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 431 -2451 INSPECTION RECORD Retain a copy with permit Di t`N PERMIT NO. ,�f /J !VISION G (206) 431 -3670 Proje — r 4 r Type of "fspe 6 M ( Address: , w o3 Sc MA4 Date Called: Special Instructions: 7 ' I Date wanted:.... i ta.rn,. Requester: Phon N 40 1 —3 23 - 3 h-( Approved per applicable codes. D Corrections required prior to approval. COMMENTS: OW- C.bi`J LA° K , . 4 cA. -DA 6A( k_-[f S's --- j i .t ' ,Th A I REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 Project: C._ 1 N a --- i -e.._ Type of Inspection: v Pr y a (a - ) r t. , Ai a C-- Address: /00 2 S., . C _ , ,4L L Suite #: Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: S-( - L - ois Pre -Fire: Permits: A_ ,n.i.AL- — ak 47d—d. c` t) 1A L - e)(4'- Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: ^ Date: 5/ /eiji Hrs.: L Iii ; 4) $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word /Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 0 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit Ri.'4Y I A • Olt- /9°1 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 Project: � C;�� Sprinklers: Type of Inspection: Se✓ic nQV� V Address: g8). S r✓ Suite #: Au i J Contact Person: -3-, Special Instructions: Occupancy Type: Phone No:: Approved per applicable codes. Corrections required prior to approval. COMMENTS: 01< - zO J'P v- Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: , -/ I Date: ' -ac j _I 1 Hrs.: J $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: 1 State: 1 Zip: Word /Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 • • •1 :i „ 4 2009 Washington State Energy Code Compliance Form for Nonresidential and Multifamily Residential rolec umrn 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised November 2010 Project Info Project Address icing Date 7/7/2011 Westfield Southcenter Shopping Center For Building Department Use Seattle, WA Applicant Name: Don Penn Consulting Engineer Rt... Applicant Address: 635 Westport Parkway, Grapevine, TX 76051 Applicant Phone: 817 -410 -2858 REVIEWED FOR CODE COMPLIANCE APPROVED JUL 19 2011 City BUILDING DIVISION RECEIVED CITY OF TUKWILA JUL 0 8 2011 PERMIT CENTER INCOMPLETE LTR #. 2009 Washington State Energy Code Compliance Form for Nonresidential and Multifamily Residential 'InteriorLig i'ting ummary 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised November 2010 Project Info ��C Project Address Icing Date 7/7/2011 Westfield Southcenter Shopping Center For Building Department Use Seattle, WA Mif{I , ame: Don Penn Consulting Engineer Applicant Address: 635dWWestport Parkway, Grapevine, TX 76051 Applicant Phone: 817 -410 -2858 Project Description Sales Area • New Building ❑ Addition El Alteration • Plans Included Refer to WSEC Section 1513 for controls and commissioning requirements. Compliance Option 0 Prescriptive 0 Lighting Per Allowance 0 Systems Analysis (See Oualification Checklist (over), Indicate Prescriptive & LPA spaces clearly on plans.) Alteration Exceptions (check appropriate box - sec. 1132.3) Stock Room changed • No changes are being made to the lighting and space use not • Less than 60% of the fixtures new, installed wattage not Increased, & space use not changed. Toilet Room Maximum Allowed Lighting Wattage Location (floor plan/room #) Occupancy Description Allowed Watts per ft2 " Liross Interior Area in ft2 Allowed x Area sales Area Retail Sales Area 1.33 965 1283 Sales Area Retail Merchandise Display 1.50 1000 1500 Stock Room Stock Room 0.50 111 56 Toilet Room Toilet Room 0.80 63 50 "" From Table 15-1 (over) - document all exceptions on form LTG -LPA Total Allowed Watts 2889 Proposed Lighting Wattage Location (floor plan /room #) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Sales Area A- Recessed Compact Fluorescent 3 32 96 3- Recessed Metal Halide Wall Washer 15 39 585 C- Recessed Metal Halide Adjustable Accent 10 20 200 C2- (2) Lamp Recessed Metal Halide Adjustable Accent 7 40 280 C3- (3) Lamp Recessed Metal Halide Adjustable Accent 1 60 60 A- Display Window (Exempt) 2 C2- Display Window (Exempt) 5 D- Track (via Current Limiting Panel) 1 120 120 F -22- 14W T5 Strip Light 1 14 14 F -34- 21W T5 Strip Light 4 21 84 F -46- 28W T5 Strip Light 3 28 84 F -58- 35W T5 Strip Light 10 35 350 0- Decorative Chandelier (via Current Limiting Panel) 4 120 480 L- Decorative Chandelier (via Current Limiting Panel) 3 120 360 Stock Room X- 4' -0" Strip Light 1 64 64 . Toilet Room J- 4' -0" Strip Light 1 64 64 Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts 2841 -r Notes: • '1i For proposed Fixture'Description, indicate fixture type, lamp type (e.g. T -8), number of lamps in the fixture, and ballast type (If Included). For traclagpting, list the length of the track (in feet) In addition to the fixture, lamp, and ballast information. 2; For proposed VVixture, use manufacturer's listed maximum input wattage of the fixture (not simply the lamp wattage) and other criteria as specified in Section 1530. For line voltage track lighting, list the greater of actual luminaire wattage or length of track multiplied by 50, or as applicable, the wattage of current limiting devices or of the transformer. For low voltage track lighting list the transformer rated wattage. 3. List all fixtures. For exempt lighting, note section and exception number, and leave Watts/Fixture blank. 2009 Washington State Energy Code Compliance Form for Nonresidential and Multifamily Residential enor umiary (: ac TG -01T 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised November 2010 Prescriptive Spaces Occupancy: 0 Warehouse or Parking Garage ! Other Qualification Checklist Note: If occupancy type is 'Other" and fixture answer is checked, the number of fixtures in the space is not limited by Code. Clearly Indicate these spaces on plans. If not qualified, do LPA Calculations. Lighting Fixtures: (Section 1521) 0.85 • Check if 95% or more of fixtures comply with 1,2 or 3 and rest are ballasted. 1 • Fluorescent fixtures with a) 1 or 2 two lamps, b) reflector or lowers, c) 5-60 watt T -1, T -2, T -4, T -5, T -8, or CFL lamps, and d) hard -wired electronic dimming ballasts. Screw -in CFL fixtures and tracking lighting do not qualify. 2. Metal Halide with a) reflector b) ceramic MH lamps < =150w c) electronic ballasts 3. LED lights. TABLE 15 -1 Unit Lighting Power Allowance (LPA) Use' LPA` (W/ft`), Use' LPA` (Wife) Automotive facility 0.85 Office buildings, office/administrative areas in facilities of other use types (including but not limited to schools, hospitals, institutions, museums, banks, churches)6 0.91 Convention center 1.10 Parking garages 0.20 Courthouse 1.10 Penitentiary and other Group 1 -3 Occupancies 0.90 Cafeterias, fast food establishments °, restaurants/bars6 1.20 Police and fire stations 0.90 Dormitory 0.85 Post office 1.00 Dweling Units 1.00 Retail10, retail banking, mall concourses, wholesale stores (pallet rack shelving) 1.33 Exercise center 0.95 School buildings (Group E Occupancy only), school classrooms, day care centers 1.00 Gymnasia, assembly spaces 0.95 Theater, motion picture 0.97 Health care clinic 1.00 Theater, performing arts 1.25 Hospital, nursing homes, and other Group 1 -1 and 1 -2 Occupancies 1.20 Transportation 0.80 Hotel /motel 1.00 Warehouses 0.50 Laboratory spaces (all spaces not classified "laboratory' shall meet office and other appropriate categories) 1.62 Workshops 1.20 Laundries 1.20 Libraries° 1.20 Plans Submitted for Common Areas Only' Manufacturing facility 1.20 Main floor building lobbies' (except mall concourses) 1.10 Museum 1.00 Common areas, corridors, toilet facilities and washrooms, elevator lobbies 0.80 Footnotes for Table 15-1 1) In cases in which a general use and a specific use are listed, the specific use shall apply. In cases in which a use is not mentioned specifically, the Unit Power Allowance shall be determined by the building official. This determination shall be based upon the most comparable use specified in the table. See Section 1512 for exempt areas. 2) The watts per square foot may be increased, by 2% per foot of ceiling height above 20 feet, unless specifically directed otherwise by subsequent footnotes. 3) Watts per square foot of room may be increased by 2% per foot of ceiling height above 12 feet. 4) For all other spaces, such as seating and common areas, use the Unit Light Power Allowance for assembly. 5) Watts per square foot of room may be increased by 2% per foot of ceiling height above 9 feet. 6) Reserved. 7) For conference rooms and offices less than 150ft2 with full height partitions, a Unit Lighting Power Allowance of 1.1 w /ft2 may be used. 8) Reserved. 9) For indoor sport tournament courts with adjacent spectator seating over 5,000, the Unit Lighting Power Allowance for the court area is 2.60 W/ft2. 10) Display window illumination installed within 2 feet of the window, provided that the display window is separated from the retail space by walls or at least three- quarter- height partitions (transparent or opaque) and lighting for free - standing display where the lighting moves with the display are exempt. An additional lighting power allowance is allowed for merchandise display luminaires installed in retail sales areas that are specifically designed and directed to highlight merchandise. The following additional wattages apply: i. 0.6 watts per square foot of sales floor area not listed in items 11 and iii below; it. 1.4 watts per square foot of furniture, clothing, cosmetics or artwork floor area; or iii. 2.5 watts per square foot of jewelry, crystal or china floor area. The specified floor area for items i, if, or iii above, and the adjoining circulation paths shall be identified and specified on building plans. Calculate the additional power allowance by multiplying the above LPDs by the sales floor area for each department excluding major circulation paths. The total additional lighting power allowance is the sum of allowances for sales categories I, ii, or iii plus an additional 1,000 watts for each separate tenant larger than 250 square feet in area. The additional wattage Is allowed only if the merchandise display luminaires comply with all of the following: (a) Located on ceiling- mounted track or directly on or recessed into the ceiling Itself (not on the wall). (b) Adjustable in both the horizontal and vertical axes (vertical axis only is acceptable for fluorescent and other fixtures with two points of track attachment). This additional lighting power is allowed only if the lighting is actually installed and automatically controlled, separately from the general lighting, to be tumed off during nonbusiness hours. This additional power shall be used only for the specified luminaires and shall not be used for any other purpose. 2009 Washington State Energy Code Compliance Form for Nonresidential and Multifamily Residential error htingSummary, 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised November Project Info Proj Addres icing Date 7/7/2011 Westfield Southcenter Shopping Center For Building Department Use Seattle, WA Name: Don Penn Consulting Engineer Appl. Name 635 Westport Parkway, Grapevine, TX 76051 Appl. Phone 817- 910 -2858 Project Description ❑ New ❑ Addition • Alteration • Plans Included Refer to WSEC Section 1513 for controls and commissioning requirements. Lighting Zone (as specified by Jurisdiction) 0 Zone 1 Zone 2 0 Zone 3 0 Zone 4 Compliance Option 0 Lighting Power Allowance 0 Systems Analysis Building Grounds (luminaires > 100 Watts) ❑ Efficacy> 60 lumens/W • Controlled by motion sensor • Exemption (list) Alteration Exceptions (check appropriate box - sec. 1132.3) ❑ No changes are being made to the lighting and space use not changed. • Less than 60% of fixtures are new, installed wattage not increased, & space use not changed. Tradable Maximum Allowed Lighting Wattage Base Site Allowance: Tradable Surfaces Description Allowed Watts per ft2 or per If Area (ft`), perimeter (if) or # of items Allowed Watts x ft2 (or x If) Total Allowed Tradable Watts: Tradable Proposed Lighting Wattage (use mfgr listed maximum input wattage for luminaire.) Surface Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Area (ft2), perimeter (If) or # of items Allowed Watts x ft2 (or x If) Total proposed tradable watts may not exceed the sum of total allowed tradable watts plus Total Proposed Tradable Watts: the base site allowance. Any base site allowance not needed to make tradable watts comply can be applied to individual non - tradable categories. Non - Tradable Maximum Allowed Lighting Wattage Base Site Allowance Remaining: Fixture Description Non - Tradable Surfaces Description Allowed Watts per ft2 or per If Area (ft2), perimeter (If) or # of items Allowed Watts x ft2 (or x If) Non - Tradable Proposed Lighting Wattage Surface Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Non - tradable proposed watts may not exceed allowed watts for any individual surface unless the total excess watts for all non - tradable surfaces are less than the remaining site allowance. Total excess Non - Tradable watts: Site Allowance Balance: Exteen 2009 Washington State Energy Code Compliance Form for Nonresidential and Multifamily Residential sting ummary, acI 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential TABLE 15 -28 LIGHTING POWER DENSITIES FOR BUILC E. Revised November 2010 Specific area description Zone 1 Zone 2 Zone 3 750 W Zone 4 1300 W Base site allowance' 500 W 600 W Tradable Surfaces 2 Uncovered Parking Parking lots and drives Areas 0.04 W /ft' 0.06 W /ft- 0.10 W /ft2 0.13 W /ft2 Building Grounds Walkways less than 10 ft wide 0.7 W/linear foot 0.7 W/ linear foot 0.8 W/ linear foot 1.0 W/ linear foot Walkways 10 ft wide or greater Plaza areas Special feature areas 0.14 W /ft2 0.14 W /ft22 0.16 W /fie 0.2 W /f12 Exterior Stairways 0.75 W /ft2 1.0 W /ft2 1.0 W /ft- 1.0 W /fi- Pedestrian tunnel 0.15 W /ft' 0.15 W /ft' 0.2 W /ft2 0.3 W /ft2 Landscaping 0.04 W /ft- 0.05 W/fi2 0.05 W /ft2 0.05 W /ft' Building Entrances and Exits Main entries 20 W /linear foot of door width 20 W /linear foot of door width 30 W/linear foot of door width 30 W/linear foot of door width Other doors 20 W/linear foot of door width 20 W/linear foot of door width 20 W/linear foot of door width 20 W/linear foot of door width Entry canopies 0.25 W /ft2 0.25 W /ft2 0.4 W /ft2 0.4 W /ft2 Sales Canopies Free standing and attached 0.6 W /ft2 0.6 W /ft2 0.8 W /R' 1.0 W /ft' Outdoor Sales Open areas; 0.25 W /ft2 0.25 W /fie 0.5 W /ft'- 0.7 W /ft2 Street frontage for vehicle sales lots in addition to' open area allowance No Allowance 10 W /linear foot 10 W /linear foot 30 W /linear foot Non - Tradable Surfaces Building Facades No Allowance 0.1 W /ft2 for each illuminated wall or surface 0.15 W /ft'- for each illuminated wall or surface6 0.2 W /ft' for each illuminated wall or surface Automated teller machines and night depositories 270 W per locations 270 W per locationK 270 W per locations 270 W per locationx Entrances and gatehouse inspection stations at guarded facilities 0.75 W /112 of covered & uncovered area Loading areas for law enforcement, fire, ambulance and other emergency service vehicles 0.5 W /f12 of covered & uncovered area Material handling and associated storage No Allowance No Allowance 1 No Allowance 0.5 W /ft2 Drive -up Windows & Doors 400W per drive - through Parking near 24 -hour retail entrances 800 W per main entry FOOTNOTES FOR TABLE 15 -2B: 1. Base site allowance may be used in tradable or nontradable surfaces. 2. Lighting power densities for uncovered parking areas, building grounds, building entrances and exits, canopies and overhangs and outdoor sales areas may be traded. 3. Including vehicle sales lots. 4. Lighting power density calculations for the following applications can be used only for the specific application and cannot be tradr between surfaces or with other exterior lighting. The following allowances are in addition to any allowance otherwise permitted i the "Tradable Surfaces" section of this table. 5. May alternately use 2.5 watts per linear foot for each wall or surface length. 6. May alternately use 3.75 watts per linear foot for each wall or surface length. 7. May alternately use 5 watts per linear foot for each wall or surface length. 8. An additional 90 watts is allowed per additional ATM location. 2009 Washington State Energy Code Compliance Form for Nonresidential and Multifamily Residential ing° PowerAllowance ustmen LTG: -LPA 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised November 2010 Project Address Icing Date 7/7/2011 Use this form if you are claiming any ceiling height adjustments for your Lighting Power Allowances for interior lighting. The Occupancy Description should agree with the "Use" listed on Code Table 15 -1. Identify the appropriate Ceiling Height Limit (9 feet. 12 feet or 20 feet) on which the adjustment is based. The Adjusted LPA is calculated from this number and from the Allowed Watts per ft2. Carry the Adjusted LPA to the corresponding "Allowed Watts per ft2" location on LTG -SUM. Ad'1 usted Li • hting Power Allowances (Interior Location (floor plan /room #) Occupancy Description Allowed Watts per & `" Ceiling Height for this room Ceiling Height limit for this exception" Adjusted LPA Watts per ft2 "" From Table 15 -1 based on exceptions listed in footnotes 2009 Washington State Energy Code Compliance Form for Nonresidential and Multifamily Residential Lisglting, Motor, and Transformer Permit Plans Checklist : LTG= CHK- 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised November 2010 Project Address Icing Dale 7/7/2011 The following information is necessary to check a permit application for compliance with the lighting, motor, and transformer requirements in the 2009 Washington State Nonresidential Energy Code. Applicability (yes, no, n.a.) Code Section Component Information Required Location on Plans Building Department Notes LIGHTING CONTROLS (Section 1513) N.A. 1513.1 Local control /access Schedule with type, indicate locations Yee 1513.2 Area controls Maximum limit per switch E2 N.A. 1513.3 Daylight zone control Schedule with type and features, indicate locations N.A. vertical glazing Indicate vertical glazing on plans N.A. overhead glazing Indicate overhead glazing on plans Yea 1513.4 Display /exhib /special Indicate separate controls El N.A. 1513.5 Exterior shut -off Schedule with type and features, indicate location N.A. (a) timer w /backup Indicate location N.A. (b) photocell. Indicate location N.A. 1513.6 Inter. auto shut -off Indicate location N.A. 1513.6.1 (a) occup. sensors Schedule with type and locations N.A. 1513.8.2 (b) auto. switches Schedule with type and features (back -up, override capability); Indicate size of zone on plans N.A. 1513.7 Hotel/motel controls Indicate location of room master controls N.A. 1513.8 Commissioning Indicate requirements for lighting controls commissioning EXIT SIGNS (Section 1514) Yee J 1514 !Max. watts I Indicate watts for each exit sign Jae LIGHTING POWER ALLOWANCE (Section 1530 -1532) Yee 1531 Interior Lighting Summary Form Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture E2 N.A. 1532 Exterior Lighting Summary Form Completed and attached. Schedule with fixture types. lamps, ballasts, watts per fixture MOTORS (Section 1511) N.A. I 1511 IElec motor efficiency IMECH -MOT or Equipment Schedule with hp, rpm, efficiency I I TRANSFORMERS (Section 1540) N.A. I 1540 !Transformers 'Indicate size and efficiency I I If "no" is circled for any question, provide explanation: REIMBURSEMENT AUTHORIZATION AND APPROVAL TO CONDUCT INSPECTION ACTIVITIES DURING OFF HOURS Date: c /7 77 // Permit No. 2/// / Requested by: 7Z-444- vS= % jZ Zi 9 Firm/Company: Project Name: Project Address /Location: /603 .5D 6 ,41 C f Time of Off -Hours Construction Activity — From: -7.00 a�i /pm To: am/pm Requested Date of Inspection: � / % /1 Requested Time: am/pm f r �- 3 --29./ Contact Name: /Ct/&41 cs '�"� Phone No. Special Conditions for Consideration: ** Contractor will be charged a minimum of four (4) hours inspection time for any off -hours inspection work at $94.50 per hour. This is to be paid at time of request. ** The undersigned, as an authorized representative of the above firm, hereby agrees to reimburse the City for its overtime inspections on the above referenced project. A separate invoice will be issued for all inspection time in excess of four (4) hours. RECEIVED effV OF Kw SEP 16 2011 dERRMIT CENTER Reviewed by: Approved: Remarks: Disapproved: W:\Permit Center\Templates\Forms\After Hour Inspection Request.doc July 1, 2011 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Amy Shymanski 319 Elaines Court Dogeville, WI 53533 RE: Incomplete Letter #1 Development Permit Application D11 -199 Icing —1003 Southcenter Mall Dear Ms. Shymanski, This letter is to inform you that your permit application received at the City of Tukwila Permit Center on June 28, 2011 is determined to be incomplete. Before your application can continue the plan review process the attached /following items from the following department(s) need(s) to be addressed: Building Department: Allen Johannessen at 206 433 -7163 if you have any questions concerning the following comment. 1. The City of Tukwila does not accept the Seattle Energy Compliance forms. Provide completed Washington State Energy Code compliance forms. Please address the comment above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmitl a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 431 -3670. Sincerely, ifer Marshall it Technician Enclosures File: D11 -199 W:\Permit Center \Incomplete Letters\2011\D11 -199 Incomplete Ltr #1.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 'PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D11 -199 DATE: 07/08/11 PROJECT NAME: ICING SITE ADDRESS: 1003 SOUTHCENTER MALL Original Plan Submittal X Response to Incomplete Letter # 1 Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: B ing'C vic n 0 P bTic Works Fire Prevention Structural Planning Division ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete CIS-jj Incomplete DUE DATE: 07/12/11 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Ext Structural Review Required n No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 08/09/11 Approved ❑ Approved with Conditions K1 Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 PE T • PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D11 -199 DATE: 06 -28 -11 PROJECT NAME: ICING SITE ADDRESS: 1003 SOUTHCENTER MALL X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPA TQQM�ENTS: ui ding Div1sl nil Public Works a Fire Prevention p1. Structural 11-1 -Alining Division �I Permit Coordinator 01 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete DUE DATE: 06 -30-11 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES/THURS ROUTING: Please Route n Structural Review Required No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 07 -28 -11 Approved n Approved with Conditions n Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28-02 • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite n100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: hinp: / /www.ci, tukwila, Ira. us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, far, etc. Date: 1 /qli flan Cheek/Permit Number: D 1 1- 1 99 Response to Incomplete Letter # 1 Response to Correction Letter #1 Revision If after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Project Name: Icing Project Address: 1.003 Southcenter Mall CITYOFEaL,q JUL 08pp11 PERMIT CENTER Contact Person: ' " f wfi1LPna ( Phone Number: %td 3tei• Z0 .7 fKr Summary of Revision: Stkh'ti1l j ve ,,eo1 e ' j,4� g/d� Co,�; cu�+.0 rvt.j 11 LL Sheet Nunrber•(s): At/Pr "Cloud" or highlight rnll areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on (07;1[ 1 \applications\forms- applications oat line\revision submittal Created: 8- 13 -2OO t Revised: Department De, o f Natural Resources and Parks Wastewater Treatment Division Non - Residential Sewer Use Certification • To be completed for all new sewer connections, reconnections or change of use of existing connections. • This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect. Please Print or Type 003 S© t 'c!!)�S�' Jg� Property Street Address / " City State ZIP 61)e tell re Cf Owner's Name Subdivision Name Lot # Subdiv. # Block # Building Name if applicable) _ (1,42g___) 3 I`'J fog4 ex l Owner's Phone Number (with Area Code) ( ) 3 Kt VCr S Property Contact Phone Number (with Area Code) Owner's Mailing Address 3. E aihP G - Q petite w 1 53f33 Property Tax ID # Party to be Billed (if different from owner) City or Sewer District Date of Connection Side Sewer Permit # Please report any demolitions of pre - existing building on this property. Credit for a demolition may be given under some circumstances. Demolition of pre- existing building? ❑ Yes ❑ No Was building on Sanitary Sewer? ❑ Yes ❑ No Was Sewer connected before 2/1/90? ❑ Yes ❑ No Sewer disconnect date: Type of building demolished? Request to apply demolition credit to multiple buildings? ❑ Yes ❑ No A. Fixture Units Fixture Units x Number of Fixtures = Total Fixture Units Kind of Fixture Fixture Units No. of Fixtures Total Fixture Units Public Private Public Private Bathtub and Shower 4 4 Shower, per head 2 2 Dishwasher 2 2 Drinking fountain (each head) 1 .5 Hose bibb (interior) 2.5 2.5 Clotheswasher or laundry tub 4 2 Sink, bar or lavatory 2 1 Sink, Clinic flushing 8 8 Sink, kitchen 3 2 Sink, other (service) 3 1.5 Sink, wash fountain, circle spray 4 3 Urinal, flush valve, 1 GPF 5 2 Urinal, flush valve, >1 GPF 6 2 Urinal, waterless 0 0 Water closet, tank or valve, 1.6 GPF 6 3 Water closet, tank or valve, >1.6 GPF 8 4 Total Fixture Units Residential Customer Equivalent (RCE) 20 fixture units equal 1.0 RCE Total No. of Fixture Units _ 20 tE RCE B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facility /Process: Estimated Wastewater Discharge: Gallons /days Residential Customer Equivalents (RCE): 187 gallons per day equals 1.0 RCE Total Discharge (gal /day) = 187 C. Total Residential Customer Equivalents: (add A & B) A B (tip RCE RCE Pursuant to King County Code 28.84, all sewer customers who establish a new service which uses metropolitan sewage facilities shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council at a rate per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. All future billings can be prepaid at a discounted amount. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County's Wastewater Treatment Division at 206 - 684 -1740. I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of rected data for determination of a revised capacity charge. Signature of Owner /Representative "KJ b� ►�:� Print Name of Owner /Representative 4Fig5� Date (4/63 ITS Contractors or Tradespeople Peter Friendly Page 1 General /Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name BERGMAN BROS UBI No. 601817190 Phone 9096273651 Status Active Address 4300 Edison Avenue License No. BERGMB`0330N Suite /Apt. License Type Construction Contractor City Chino Effective Date 9/15/1997 State CA Expiration Date 11/30/2012 Zip 91710 Suspend Date County Out Of State Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company B & B CONTRACTORS INC Business Owner Information Name Role Effective Date Expiration Date BERGMAN, MARK C Cancel Date 01/01/1980 Amount BERGMAN, DANIEL L 11 01/01/1980 C2088538603 Bond Information Page 1 of 1 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 4 WESTERN SURETY CO 69595078 10/03/2003 Until Cancelled $12,000.00 10/24/2003 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 11 NATIONAL FIRE &MARINE INS CO C2088538603 08/31/2008 08/31/2011 $1,000,000.0010 /05/2010 10 VALLEY FORGE INS CO 2093452205 08/31/2007 08/31/2008 $1,000,000.00 08/30/2007 9 LIBERTY INS EGLSF18456902508/31/2005 08/31/2007 $1,000,000.0009 /18/2006 8 WESTCHESTER FIRE INS GLW782491 08/31/2004 08/31/2005 $1,000,000.00 09/20/2004 Summons /Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period https: // fortress .wa.gov /lni/bbip/Print.aspx 07/26/2011 SPO\ SIBILITY SCH 9 L SUPPLIED BY INSTALLED BY REMARKS STOREFRONT STOREFRONT GLAZING GC GC FIELD VERIFY ALL DIMENSIONS STOREFRONT BASE / HEAD AT GLASS GC GC FIELD VERIFY ALL DIMENSIONS STOREFRONT SIGN T GC COORDINATE INSTALL W/ SIGNAGE CONTRACTOR PAINT GC GC SEE FINISH SCHEDULE ENTRY PORTAL GC GC METAL PROVIDED BY TENANT, INSTALLED BY TENANT NEUTRAL PIERS GC GC PROTECT & REPAIR AS NEEDED STOREFRONT METAL T T CONTACT METAL FRONTS 727 - 556 -2722 THREADED ROD AT STOREFRONT SIGN GC GC COORDINATE WITH SIGN SHOPS MIRROR ON SHOW WINDOW WALL GC GC METAL TRIM PROVIDED BY TENANT, INSTALLED BY GC FLOOR FINISHES CONCRETE SLAB GC GC PATCH & REPAIR AS REQUIRED CONCRETE SLAB LEVELING GC GC USE SELF LEVELING MATERIAL WHERE REQUIRED PATCH / INFILL MALL FLOORING GC GC OBTAIN MATERIAL FROM MALL SOURCE AGGREGATE TILE T T SEE FINISH SCHEDULE SALES AREA CARPET T T CARPET TO BE CUT TO FIT PER DETAIL V.C.T. GC GC INCLUDING W.P. MEMBRANE AT TOILET WHERE REQUIRED REDUCER / TRANSITION STRIPS GC GC FOR NON— PUBLIC AREAS ONLY WOOD BASE GC GC SALES AREA COVE BASE GC GC BACK AREAS WALLS DEMISING PARTITION STUDS LL LL WHERE OCCURS DEMISING PARTITION DRYWALL GC GC WHERE OCCURS TOILET ROOM FRAMING, BLOCKING GYP. BD. GC GC WALL COVERING T GC SEE FINISH SCHEDULE FURRING AROUND COLUMNS GC GC AS REQUIRED SALES WALLS FRAMING, BLOCKING, GYP. BD. GC GC AS REQUIRED BAMBOO TILE (INHABIT) T GC INSTALL PER MANUFACTURER RECOMMENDATIONS, SURROUNDING TRIM BY GC CEILINGS GYP. BD. CEILINGS' & SOFFITS SUSPENDED T —BAR CEILING GRID & TILES CURTAIN WALL METAL CAP AT EARRING TREES ACCESS PANELS DOORS GC GC GC GC GC GC T GC BLOCKING BY GC, COORDINATE WITH VENDOR DRAWINGS GC GC AS REQUIRED STOREFRONT GLASS DOORS T GC WHERE OCCURS ROLL —UP GRILLE T T WHERE OCCURS NEW DOORS & FRAMES GC GC DOOR HARDWARE GC GC KEYED PER CLAIRE'S REQUIREMENTS TOILET ROOM ACCESSIBILITY SIGNAGE GC GC WEATHER STRIPPING GC GC EXTERIOR STORES ONLY FIXTURES CASHWRAP FREESTANDING FLOOR FIXTURES PERIMETER WALLS LOOSE HARDWARE & SHELVING EARRING TREES GRAPHIC FRAMES MIRROR FIXTURE SUNGLASS FIXTURE COSMETIC FIXTURE EAR PIERCING UNIT STOCKROOM T GC T GC FINAL ELECTRIC BY GC T GC FIXTURES; SEE SHEET A6 T T T GC T GC T GC T GC T GC FINAL ELECTRICAL BY GC LA\ DLORD \OTES REVIEWED FOR CODE COMPLIANCE AP JUL 19 2011 City of 1 UIL.DING u ;la DI ISION REVISIONS No changes shall bo m de to the scope of work without prior approval of Tukwila Building. Division. NOTE: Revisions will require a new Wan submittal and may iniude additional plan review fees. J 1005 SOT D oRR R CF\TFH VALL (SPACF #4s2) KW A, WA 98188 PROJECT BATA PROPOSED USE: RETAIL OCCUPANCY: GROUP M CONSTRUCTION TYPE: II B FULLY SPRINKLERED: YES BUILDING HEIGHT: 15' -6" TO TOP OF STOREFRONT GROSS LEASE AREA: 1136 S.F. EMERGENCY LIGHTING AND EXIT SIGNS: YES FIRE ALARM AND SMOKE DETECTION SYSTEMS: YES T GC OPEN —WIRE SHELVING UNITS T GC ATTACH TO WALL AT TOP SLATWALL T GC PER PLAN SHELVES, BRACKETS, ETC. T GC METAL EMPLOYEE LOCKERS T GC ATTACH TO WALL AT TOP LADDER HOOKS GC GC COAT HOOKS GC GC AS NEEDED STANDARDS & WIRE SHELVING GC GC AS REQUIRED MECHANICAL HVAC UNIT GC GC INCLUDING ROOF PENETRATIONS AS REQUIRED; SEE MEP SHEETS SUPPLY & R/A DUCTWORK GC GC PER PLAN DIFFUSERS / GRILLES GC GC THERMOSTATS GC GC HOMERUNS, WIRE CONDUIT, DEVICES, ETC. TOILET ROOM EXHAUST FAN GC GC FIRE DAMPERS / SMOKE DETECTORS GC GC AS NEEDED SMOKE EVAC. SYSTEM GC GC AS REQUIRED CERTIFIED AIR BALANCE REPORT GC COORDINATE W/ CENTER MANAGEMENT FOR REQUIREMENTS MANAGEMENT SYSTEM GC GC _ENERGY GAS SERVICE GC GC PROVIDE PULL STRINGS AS REQUIRED TOILET / PLUMBING LOCATE EXTENDED WASTE / VENT LINES WATER METER PLUMBING FIXTURES FLOOR DRAIN / TRAP PRIMER WATER HEATER(S) TOILET ROOM ACCESSORIES SHELVING / BRACKETS OVER WATER CLOSET FRP WAINSCOT ELECTRICAL GC GC NCLUDING ROOF PENETRATIONS WHERE REQUIRED GC GC GC GC GC GC GC GC PROVIDE INSTA —HOT TYPE WHERE APPLICABLE GC GC GC GC GC GC PER TOILET RM ELEVATIONS CONDUIT TO SPACE ELECTRICAL WORK BY LL REQUIRED CONTRACTOR _ FEEDERS GC GC ELECTRICAL WORK OUTSIDE LEASE SPACE BY MALL CONTRACTOR AT TENANT EXPENSE IFS PANEL T GC ELECTRICAL DISTRIBUTION GC GC HOMERUNS, WIRE CONDUIT, DEVICES, ETC. RECEPTACLES GC GC LIGHT FIXTURES & LAMPS T GC EXIT /EMERGENCY LIGHTS T GC TEL. CONDUIT TO SPACE ELECTRICAL WORK OUTSIDE LEASE SPACE BY MALL CONTRACTOR AT TENANT EXPENSE TELEPHONE TERMINAL BOARD GC GC PHONE, DATA, AUDIO & SECURITY CONDUITS GC GC PROVIDE PULL STRINGS AS REQUIRED PHONE & DATA CABLE GC GC SEE SHEET E.1 FOR SPECIFICATION PHONE TERMINATIONS T T DOOR BUZZER GC GC GENERAL REQUIREMENTS PERMITS, FEES & INSURANCE GC GC WASTE REMOVAL / DUMPSTER GC GC PROFESSIONAL CLEANING GC GC CERTIFICATE OF OCCUPANCY GC GC TEMPORARY POWER / WATER GC GC STOREFRONT BARRICADE GC GC COORDINATE REQUIREMENTS W/ MALL MANAGEMENT SPECIALTIES FIRE SPRINKLERS / SYSTEM FIRE ALARM / LIFE SAFETY SYSTEM POS / COMPUTER SYSTEM AUDIO SYSTEM INTERIOR NON— ILLUMINATED SIGNAGE FIRE EXTINGUISHERS ASBESTOS REPORT & ABATEMENT FIRE RETARDANT' °MATERIALS GC GC LANDLORD REQUIRED CONTRACTOR GC GC LANDLORD REQUIRED CONTRACTOR T T BL3\C /Th 0 DE BATA CODES: 1. BUILDING — 2009 INTERNATIONAL BUILDING CODE W/ WASHINGTON STATE AMENDMENTS 2. STRUCTURAL — 2009 INTERNATIONAL BUILDING CODE W/ WASHINGTON STATE AMENDMENTS 3. PLUMBING — 2009 INTERNATIONAL CODE W/ WASHINGTON STATE AMENDMENTS 4. MECHANICAL — INTERNATIONAL MECHANICAL CODE W/ WASHINGTON STATE AMENDMENTS 5. ELECTRICAL — 2008 NATIONAL ELECTRICAL CODE W/ WASHINGTON STATE AMENDMENTS 6. ACCESSIBILITY — CH 11 IBC & OTHER IBC REQUIREMENTS FOR BARRIER —FREE DESIGN ACCESS INCLUDING ICC /ANSI 117.1 -2003 7. ENERGY — WASHINGTON NON — RESIDENTIAL ENERGY CODE 8. FIRE — INTERNATIONAL FIRE CODE W/ WASHINGTON STATE AMENDMENTS ALL LOCAL ORDINANCES HAVING JURISDICTION OCCUPANCY LOAD: SALES FLOOR NON —SALES 966 SF / 30 = 33 PEOPLE 170 SF / 300 = 1 PERSON GROSS AREA 1136 SF = 34 PEOPLE EXITS REQUIRED: 1 EXITS PROVIDED: 1 CO \TACTS CLAIRE'S CLAIRE'S STORES, INC. 2400 W. CENTRAL RD HOFFMAN ESTATES, IL 60192 PROJECT MGR.: SCOTT SCANLAN TEL: 847- 765 -3527 FAX: 847 - 675 -4618 LANDLORD WESTFIELD CORPORATION, INC. 11601 WILSHIRE BLVD. 11TH FLOOR LOS ANGELES, CA 90025 TEL: 310- 478 -4456 BUILDING DEPT. CITY OF TUKWILA BUILDING DEPT. 6300 SOUTHCENTER BLVD TUKWILA, WA 98188 TEL: 206 - 431 -3670 ARCHITECT RSW CONSULTANTS 17211 EAGLE HOLLOW SAN ANTONIO, TX 78248 TEL: 212 - 279 -1370 FAX: 212- 202 -4443 ATTN.: JIMMY POWERS ENGINEER DON PENN 635 WESTPORT PARKWAY SUITE 300 GRAPEVINE, TX 76501 TEL: 817- 410 -2858 FAX: 817- 251 -8411 ATTN: MICHELE BURTON DESIGN CONSULTANT FOUR3 DESIGN ASSOCIATES 237 W. 35TH STREET STE. 301 NEW YORK, NY, 10001 TEL. 212- 279 -1370 FAX. — 212- 202 -4443 ATTN.: JEFFREY SILVERMAN SY VBOL LECE\D CALL OUT ELEVATION MINIMUM CLEARANCE .6E— DETAIL NUMBER /LETTER DETAIL SHEET .09 SECTION MINIMUM CLEARANCE R REVISION IDENTIFIER EQUIPMENT IDENTIFIER REF. TO EQUIPMENT. SCHEDULE 1 COLUMN GRID LINE DOOR IDENTIFIER REF. TO DOOR SCHEDULE FINISH IDENTIFIER REF. TO DOOR SCHEDULE ABBR V ATO\S T T T T NTERIOR CLAIRE'S SOFFIT SIGN GC GC LL GC GC A.F.F. BRG. BLDG. B.O. CLG. C.L. CONST. DIA. DIM. EQ. FT. FLUOR. F.R.T. GA. G.C. G.W.B. GYP. BD. H., HT. HOR. LAV. MFR. MAX. MIN. ABOVE FINISHED FLOOR BEARING BUILDING BOTTOM OF CEILING CENTER LINE CONSTRUCTION DIAMETER DIMENSION EQUAL FEET / FOOT FLUORESCENT FIRE RETARDANT BLOCKING GAUGE GENERAL CONTRACTOR GYPSUM WALL BOARD GYPSUM BOARD HEIGHT HORIZONTAL LAVATORY MANUFACTURER MAXIMUM MINIMUM MISC. N.I.C. 0.0. OPP. R., RAD. R.C.P. REQ., REQ'D. REV. RM. R.O. SIM. SPEC. SQ. STD. T.O. U.N.O., U.O.N. U/S VERT. V.I.F. W/ W/0 WD. MISCELLANEOUS NOT IN CONTRACT ON CENTER OPPOSITE RADIUS REFLECTED CEILING PLAN REQUIRED REVISION ROOM ROUGH OPENING SIMILAR SPECIFICATIONS SQUARE STANDARD TOP OF UNLESS NOTED OTHERWISE UNDERSIDE VERTICAL VERIFY IN FIELD WITH WITHOUT WOOD PT -1 WALL SECTION REF. TO PARTITION SCHEDULE PLAN DETAIL 'CV I 1 L__J DEX OF DRAWI\GS REVISIO\ SUNNARY T SP1 SP2 TITLE SHEET SPECIFICATION S SPECIFICATIONS Al A1.1 A2 A3 A4 A4A A4.1 A4.1A A4.2 A4.2A A5 A6 M1 M2 El E2 CONSTRUCTION PLAN WALL SECTIONS & DETAILS REFLECTED CEILING PLAN FIXTURE & FINISH PLANS STOREFRONT ELEVATIONS, PLAN & DETAILS STOREFRONT ELEVATIONS, PLAN & DETAILS STOREFRONT SECTIONS STOREFRONT SECTIONS STOREFRONT DETAILS STOREFRONT DETAILS INTERIOR ELEVATIONS ARCHITECTURAL DETAILS MECHANICAL PLAN MECHANICAL SECHEDULES & NOTES ELECTRICAL POWER PLAN ELECTRICAL LIGHTING PLAN A P1 PLUMBING PLAN & NOTES FILE COPY Permit No., ■ Plan review approval is subject to errors and orlissinI , Approval of construction documents does not the vi �J %:.1 =,9k+ +N..r �,�,+,: tr • 1I 4 a IN .. ty.. City Of 1idkwiia BUILDING DIVISION G.C. TO VERIFY AV DRAWINGS ARE INCLUDED IN SET. PROJECT LOCATIO\ EGRESS TO MALL EXIT 1003 SOUTHCENTER MALL - (SPACE #432) TUKWILA, WA 98188 •O'DST OM. o1 ❑ ❑ o...:....... :: _�.I macyS �� ❑ d o ❑ ❑ ❑ n ❑ 0 1 SEPARATE PERMIT REQUIRED FOR: Mechanical Electrical Plumbing Gas Piping City of Tukwila 8UUILOING DIVISION RECEIVED JUN 28 2011 PERMIT CENTER <EY PLA\ /EGRESS PLA\ WESTFIELD SOUTHCENTER LEVEL 1 OF 1 STORE NO. 8/06 COPYRIGHT NOTICE: THESE DRAWINGS AND SPECIFICATIONS ARE COPYRIGHTED AND SUBJECT TO COPYRIGHT PROTECTION AS AN "ARCHITECTURAL WORK" UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.C. AS AMENDED DECEMBER 1990. THE PROTECTION INCLUDES, WITHOUT LIMITATION, THE OVERALL FORM, ARRANGEMENT AND COMPOSITION OF SPACES, AND ELEMENTS OF THE DESIGN. UNDER SUCH PROTECTION, UNAUTHORIZED USE OF THESE DRAWINGS AND SPECIFICATIONS MAY RESULT IN CESSATION OF CONSTRUCTION, BUILDING SEIZURE, AND /OR MONETARY LIABILITY. LJj Lji a_ a_ 0 CID LLJ L_€_ I 0 Cn n LI_I L_ Cn LL 00 00 00 cn 0 W ce RSVP CONSULTANTS Project Management * Design 17211 Eagle Hollow San Antonio, TX 78248 9869 JIMMY STATE REGISTERED ARCHITECT TON eff /f DATE: SCALE: 5/20/2011 SHEET: As Noted DRAWN BY: PROJECT No.: SPECI E CATI O\ S 00700 GENERAL CONDITIONS: 01700 CLEANING / ADJUSTING /MAINTENANCE /WARRANTIES: 06100 ROUGH CARPENTRY: PART 2 - PREPARATION / EXECUTION: AS INDICATED IN THE AID DOCUMENT #A201 "GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION" 1987 EDITION. 00800 SUPPLEMENTARY CONDITIONS: PART 1 - GENERAL ALL WOOD FRAMEWORK, WOOD BLOCKING AND PLYWOOD CONSTRUCTION SHALL BE FIRE RETARDANT TREATED AS REQUIRED BY LOCAL CODES AND LANDLORD REQUREMENTS. PARTICLE BOARD SHALL BE UL CLASS 1 FIRE - RATED, SANDED AND PREPARED TO RECEIVE PLASTIC LAMINATE OR PAINTED METAL LAMINATE. WOOD FRAMING MEMBERS SHALL BE N0. 1 LIGHT FRAMING DOUGLAS FIR OR NO. 2 OR BETTER YELLOW PINE OF THE DIMENSIONS INDICATED ON THE PLANS. PLYWOOD SHALL BE GRADE B -D DOUGLAS FIR, SANDED AND PREPARED YO RECEIVE PLASTIC LAMINATE, METAL LAMINIATE OR PAINT. PLYWOOD BACKING PANELS FOR MOUNTING ELECTRICAL OR TELEPHONE EQUIPMENT SHOULD BE FIRE RETARDANT TREATED PLYWOOD WITH GRADE DESIGNATION, APA C -D PLUGGED INT. NOT LESS THAN 3/4" THICK. PROVIDE FASTENERS AND ANCHORAGE OF THE TYPE, SIZE, MATERIAL AND FINISH AS RECOMMENDED BY APPLICABLE STANDARDS, COMPLYING WITH APPLICABLE FEDERAL SPECIFICATIONS FOR NAILS, STAPLES, SCREWS, BOLTS, NUTS, WASHERS AND ANCHORING DEVICES. PROVIDE BLOCKING AS REQUIRED FOR INSTALLATION OF SHELVING, EQUIPMENT, ACCESSORIES, FIXTURES, AND FINISH HARDWARE OR OTHER HEAVY ITEMS ON WALLS. 06400 ARCHITECTURAL WOODWORK: A. COORDINATE THE WORK WITH OTHER DIRECTLY AFFECTED SECTIONS INVOLVING FABRICATION OF WALL INTERNAL REINFORCEMENT FOR DOOR HARDWARE AND RECESSED ITEMS. B. VERIFY THAT DOORS AND FRAMES ARE READY TO RECEIVE WORK AND DIMENSIONS ARE AS INDICATED. C. INSTALL HARDWARE IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. D. USE TEMPLATES PROVIDED BY HARDWARE ITEM MANUFACTURER. WHEREVER CUTTING AND FITTING IS REQUIRED TO INSTALL HARDWARE ONTO OR INTO SURFACES WHICH ARE LATER TO BE PAINTED OR OTHERWISE FINISHED, INSTALL EACH ITEM COMPLETELY, THEN REMOVE AND STORE DURING APPLICATION OF FINISHES. REINSTALL UPON COMPLETION OF FINISHING OPERATIONS. SPACE FASTENERS AND ANCHORAGES AS INDICATED OR IN ACCORDANCE WITH FACTORY STANDARDS. E. ADJUST HARDWARE FOR SMOOTH OPERATION. 08800 GLASS AND GLAZING: A. FINAL CLEANING 1. GENERAL CONTRACTOR TO PROVIDE A PROFESSIONAL CLEANING SERVICE TO EXECUTE FINAL CLEANING PRIOR TO TURN -OVER. B. ADJUSTING 00810 MODIFICATIONS TO GENERAL CONDITIONS: ARTICLE 4 4.4.1 ADD THE FOLLOWING: UTILITIES SHALL INCLUDE A JOB TELEPHONE TO BE INSTALLED WITHIN FIVE (5) WORKING DAYS AFTER COMMENCEMENT OF WORK. COORDINATE W/ TENANT UTILITY MANAGER. 4.10.1 ADD THE FOLLOWING: CONTRACTOR SHALL SUPPLY CLAIRE'S WITH A COMPLETE LIST OF ALL SUB- CONTRACTORS INVOLVED WITH THE WORK, (NAME, ADDRESS AND TELEPHONE NUMBER)WITH SECOND APPLICATION FOR PAYMENT . SEND TWO COPIES TO THE HOME OFFICE, ATTENTION STORE PLANNING. HVAC AND H.W. HEATER INFORMATION MUST BE NOTED. REFER TO TENANT FORM. 01010 SUMMARY OF WORK: 1. ADJUST OPERATING PRODUCTS AND EQUIPMENT TO ENSURE TURN -OVER. C. SPARE PARTS AND MAINTENANCE PRODUCTS: 1. PROVIDE SPARE PARTS, MAINTENANCE, AND SMOOTH AND UNHINDERED OPERATION. D. OPERATION AND MAINTENANCE DATA: 1. SUBMIT DATA BOUND IN 8- 1/2x11 INCH TEXT PAGES, THREE D PRODUCTS IN QUANTITIES SPECIFIED IN INDIVIDUAL SPECIFICATION SECTIONS. "OPERATION " 2. PREPARE BINDER COVER WITH PRINTED TITLE OPERATION AND MAINTENANCE INSTRUCTIONS , TITLE OF PROJECT. SIDE RING BINDER WITH DURABLE PLASTIC COVERS. E. WARRANTIES AND BONDS: PROVIDE GLASS AND GLAZING AS SHOWN, AS MANUFACTURED BY HGP, OR APPROVED EQUAL PRODUCTS BY OTHER MANUFACTURERS. COMPLY WITH RECOMMENDATIONS OF FLAT GLASS MARKETING ASSOCIATION " MANUAL" "SEALANT MANUAL" (FGMA) GLAZING MANUAL AND SEALANT MANUAL EXCEPT WHERE MORE STRINGENT REQUIREMENTS ARE INDICATED. PROVIDE MATERIALS OBTAINED FROM ONE SOURCE FOR EACH TYPE OF GLASS AND GLAZING PRODUCT INDICATED. PROVIDE GLASS DOORS AS SHOWN, AS MANUFACTURED BY HGP, OR APPROVED EQUAL PRODUCTS BY OTHER MANUFACTURERS. DOORS SHALL BE HGP STYLE "P" FULL WIDTH BOTTOM AND TOP RAILS. DOORS SHALL BE FACTORY ASSEMBLED AND PREPARED TO ACCOMMODATE PUSH -PULLS AND LOCK CYLINDERS INSTALLED BY G.C. PUSH - PULLS, SHALL BE HGP STYLE HB -1, 10" OR APPROVED EQUAL. ALL GLASS DOOR HARDWARE FINISHES SHALL BE HGP #335 BLACK ANODIZED OR APPROVED EQUAL. WHERE SAFETY GLASS IS INDICATED OR REQUIRED BY AUTHORITIES HAVING JURISDICTION, PROVIDE TYPE OF PRODUCTS WHICH COMPLY WITH ANSI Z97.1. MIRROR SHALL COMPLY WITH F.S. DD-G-471C,TYPE 1, CLASS 1, QUALITY Q2, 1/4" THICK. PROVIDE SILVERING, COPPER BACKING AND PROTECTIVE COATING CONFORMING TO F.S. DD- M.411. FABRICATE GLASS TO SIZES REQUIRED FOR GLAZING OPENINGS WITH EDGE CLEARANCE AND TOLERANCES COMPLYING WITH RECOMMENDATIONS OF GLASS MANUFACTURER. ALL GLASS AND MIRRORS TO HAVE EXPOSED EDGES WILL BE GROUND AND POLISHED. THE DOORS ARE FURNISHED WITH BEST HOUSING AND A CONSTRUCTION CORE. THE DISTRICT MANAGER CHANGES OUT THE CORE AT TURNOVER. 09250 GYPSUM DRYWALL SYSTEMS: WORK OF CONTRACT CAN BE SUMMARIZED BY REFERENCE TO THE CONTRACT, GENERAL CONDITIONS, SPECIFICATIONS, DRAWINGS, ADDENDA AND MODIFICATIONS TO THESE DOCUMENTS ISSUED SUBSEQUENT TO THE INITIAL PRINTING OF SAME. A RESPONSIBILITY SCHEDULE IS INDICATED ON THE PLANS. IT INCLUDES COORDINATION WITH OTHER WORK PERFORMED BY SEPARATE CONTRACTORS OF THE PROJECT. CONTRACTOR RESPONSIBILITY: 1. EXECUTE AND ASSEMBLE TRANSFERABLE WARRANTY DOCUMENTS FROM SUB - CONTRACTORS, SUPPLIERS, AND MANUFACTURERS. PART 2 - PREPARATION / EXECUTION FINISHED WOODS SHALL BE OF THE TYPE SPECIFIED IN THE PLANS AND SHOULD COMPLY WITH PREMIUM GRADE WORK AS DESCRIBED IN ARCHITECTURAL WOODWORK QUALITY STANDARDS" PUBLISHED BY THE ARCHITECTURAL WOODWORD INSTITUTE. THE WOOD SHALL BE STRAIGHT AND FREE OF BLEMISHES AND OF SUFFICIENT LENGTH TO PERMIT A MINIMUM NUMBER OF JOINTS. CONDITION WOODWORK TO PREVAILING HUMIDITY CONDITIONS IN INSTALLATION AREAS PRIOR TO INSTALLING. INSTALL WOODWORK PLUMB, LEVEL, TRUE AND STRAIGHT WITH NO DISTORTIONS. SHIM AS REQUIRED USING CONCEALED SHIMS. INSTALL TO A TOLERANCE OF 1/8" IN 8' -0" FOR PLUMB AND LEVEL AND WITH NO VARIATIONS IN FLUSHNESS OF ADJOINING SURFACES. ANCHOR WOODWORK TO ANCHORS, OR BLOCKING BUILT -IN, OR DIRECTLY ATTACHED TO SUBSTRATE. SECURE WITH CONCEALED FASTENERS. ALL SURFACES SHALL BE SANDED TO A SMOOTH SURFACE, READY FOR STAINING OR FINISH PAINTING AS PER DETAILS AND SCHEDULES. 06410 HARDWARE: A. FINAL CLEANING 1. CLEAN INTERIOR AND EXTERIOR GLASS, SURFACES EXPOSED TO VIEW; REMOVE TEMPORARY LABELS, STAINS AND FOREIGN SUBSTANCES, POLISH TRANSPARENT AND GLOSSY SURFACES, VACUUM CARPETED AND SOFT SURFACES. 2. CLEAN EQUIPMENT AND FIXTURES TO A SANITARY CONDITION WITH CLEANING MATERIALS APPROPRIATE TO THE SURFACE AND MATERIAL BEING CLEANED. 3. REMOVE WASTE AND SURPLUS MATERIALS, RUBBISH AND CONSTRUCTION FACILITIES FROM THE SITE. 02050 DEMOLITION: GENERAL CONTRACTOR SHALL PROVIDE AND PAY FOR: LABOR, MATERIAL, EQUIPMENT, TOOLS, CONSTRUCTION EQUIPMENT, MACHINERY, WATER, HEAT AND UTILITIES REQUIRED FOR CONSTRUCTION AS WELL AS ANY OTHER FACILITIES AND SERVICE NECESSARY FOR PROPER EXECUTION AND COMPLETION OF THE WORK. WHEN WORK IS PERFORMED IN AN EXISTING STORE, PROVISIONS CAN BE MADE TO USE EXISTING UTILITIES, EXCEPT TELEPHONE, AND BILLS WILL BE PAID DIRECTLY BY TENANT. COORDINATE WITH TENANT UTILITY MANAGER CO (718) 253.6844. GENERAL CONTRACTOR SHALL SECURE AND PAY FOR THE FOLLOWING ITEMS, NECESSARY FOR EXECUTION AND COMPLETION OF THE WORK, AND AS APPLICABLE AT THE TIME OF RECEIPT OF BIDS: PERMITS, FEES, LICENSES, BONDS AND INSURANCE'S REQUIRED BY LOCAL AUTHORITIES AND /OR LANDLORD. REGULATORY AGENCIES: ANY AND ALL DEMOLITION REQUIRED TO COMPLETE CONSTRUCTION FOR THIS PROJECT MUST BE CONSIDERED PART OF THIS CONTRACT AND SHOULD BE EXECUTED IN ACCORDANCE WITH THE LANDLORD'S REQUIREMENTS. THE CONSTRUCTION DOCUMENTS INDICATED EXISTING CONDITIONS, WALLS, AREAS TO REMAIN BUT THE ARCHITECT DOES NOT CERTIFY THAT ALL DEMOLITION WORK IS INDICATED ON THE PLANS. ANY ITEMS INDICATED AS EXISTING, TO REMAIN, HAVE TO BE INSPECTED BY THE GENERAL CONTRACTOR TO DETERMINE IF ANY OF THESE ITEMS CAN BE REUSED. AT THE END OF CONSTRUCTION, THE EXISTING WALLS, AREAS, ETC, SHOULD BE LIKE -NEW CONSTRUCTION. ALL REMOVED ITEMS SHALL BE REMOVED FROM THE PROJECT SITE AND LEGALLY DISPOSED OF. NO CONSTRUCTION MATERIALS ARE TO BE DISPOSED OF IN THE MALL TRASH RECEPTACLES OR DUMPSTERS WITHOUT LANDLORD'S PRIOR APPROVAL. REFER TO DEMOLITION PLAN NOTES. FOR REMODELED STORES ONLY: THE G.C. WILL BE HELD RESPONSIBLE FOR ANY DEVICES I.E. THERMOSTATS, ALL WORK PERFORMED SHALL BE IN ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS AND ORDINANCES HAVING JURISDICTION, AND IN ACCORDANCE WITH THE "DESIGN CRITERIA FOR TENANT WORK" ISSUED BY THE LANDLORD. REFERENCE STANDARDS: COMPLY WITH THE APPLICABLE SPECIFICATIONS AND STANDARDS OF UL, ASTM, ANSI, AWI, NEMA, AIA AND ALL OTHER STANDARDS OF MANUFACTURERS ASSOCIATIONS. QUALITY ASSURANCE: HARDWARE SHALL BE OF THE TYPE, FINISH AND MANUFACTURER SHOWN. MANUFACTURER'S CATALOG NUMBERS USED HEREIN ARE INTENDED TO INDICATE THE QUALITY REQUIRED. ALTERNATE MANUFACTURERS AND PRODUCTS MAY BE SUBMITTED TO THE TENANT FOR SUBSTITUTION APPROVAL. NO OTHERS SHALL BE ACCEPTABLE. NEVI D . FURNISH HARDWARE TEMPLATES IN A TIMELY MANNER TO THE VARIOUS AFFECTED TRADES FO COORDINATION OF THEIR WORK. CODE COMPLI APPROVE 07900 SEALANT: PART 1 - GENERAL: A. FURNISH AND INSTALL ALL GYPSUM DRYWALL AND SYSTEMS COMPLETE WITH PARTITION FRAMING, CEILING SUSPENSION SYSTEMS AND RELATED ACCESSORIES, PARTS, MATERIALS, ETC. AS SHOWN ON DRAWINGS AND AS SPECIFIED. INSTALL ALL MATERIALS PER MANUFACTURERS SPECIFICATIONS QF�. AND RECOMMENDATIONS. "X" GYPSUM DRYWALL: ALL GYPSUM BOARD TO BE 5/8" TYPE X AS NOTED ON SHEET A1.0 ALARM, AV SYSTEM COMPONENTS AND THE LIKE WHETHER OR NOT IT IS AFFECTED BY DEMOLITION WORK. THE G.C. SHALL CONTACT THE CLAIRE'S P.M. BEFORE DISPOSING ANY OF THAT EQUIPMENT OR REPLACE THAT EQUIPMENT AT THE G.C. 'S EXPENSE. A. SCOPE: FURNISH EQUIPMENT AND PERFORM LABOR REQUIRED TO EXECUTE THIS WORK AS INDICATED THE CONTRACTOR ASSUMES OVERALL RESPONSIBILITY FOR THE WORK OF THIS PROJECT TO ASSURE THAT ALL ASSEMBLES, COMPONENTS AND PARTS INDICATED OR REQUIRED COMPLY WITH CONTRACT DOCUMENTS. ANY SUBSTITUTIONS MADE BY THE CONTRACTOR WITHOUT PRIOR WRITTEN APPROVAL OF THE OWNER WILL BE REJECTED AND REPLACED AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR ALSO ASSURES THAT ALL COMPONENTS, SPECIFIED OR REQUIRED TO SATISFACTORILY COMPLETE THE INSTALLATION ARE COMPATIBLE WITH EACH OTHER, WITH ADJOINING SUBSTRATES, MATERIALS AND WORK BY OTHER TRADES, AND WITH THE CONDITIONS OF INSTALLATION AND EXPECTED USE. FIRE-RATED CONSTRUCTION: NC ( CONSTRUCTION PLAN). RESTROOMS TO RECEIVE MOISTURE RESISTANT GYPSUM BOARD. C. FASTENERS: DRYWALL SCREWS OF PROPER SIZE AND TYPE PER MANUFACTURERS RECOMMENDATIONS. D : PROVIDE MATERIALS, JOINT COMPOUNDS, TRIM, EDGES, BEADS, ETC. FROM A SINGLE SOURCE SUPPLIER. ALL TRIM SHALL CONSIST OF A TAPERED, GROOVED, AND PREPUNCHED FIN FOR SCREW ATTACHMENT AND TO ACCEPT BONDING AGENT. ALL BUTT JOINTS ARE TO BE NEAT WITH AND ALL CORNERS ARE TO BE MITERED. ALL EDGES, BEADS AND TRIM TO BE ION TIGHT JOINTS PRE- FINISH ALUMINUM. JOINT TREATMENT: U.S. GYPSUM OR GOLD BOND SYSTEM OF COMPOUNDS AND PERFORATED ON THE DRAWINGS AS SPECIFIED AND AS NECESSARY TO COMPLETE THE CONTRACT, INCLUDING, BUT NOT LIMITED TO, THESE MAJOR ITEMS. 1. PROTECTION OF EXISTING WORK TO REMAIN. 2. REMOVE EXISTING CONSTRUCTION WHERE INDICATED ON THE DRAWINGS AND WHERE REQUIRED BY JOB CONDITIONS. 3. REMOVAL OF PARTITIONS, DOORS, FLOOR COVERINGS, AND CEILINGS. REMOVAL AND CAPPING OF MECHANICAL AND ELECTRICAL FIXTURES AND SERVICES. DEBRIS REMOVAL AND DISPOSAL. 4. REMOVAL OR CORING OF PORTIONS OF THE EXISTING CONCRETE SLAB AS REQUIRED FOR SERVICE AND EQUIPMENT LINE INSTALLATION. PATCHING SHALL BE ACCEPTABLE TO THE POINT THAT THE FINISH WILL ACCEPT SCHEDULED FINISH MATERIAL WITH NO NOTICEABLE EFFECT OF AN ALTERATION HAVING BEEN MADE. 5. REMOVAL OF ANY EXISTING STOREFRONT, INCLUDING OVERHEAD ROLL -UP GRILLE. B. GENERAL REQUIREMENTS: PART 1 - GENERAL JUL 1 9 Z�11 A. EXPANSION JOINT MATERIAL, SEALANTS AND JOINT BACKING FOR JOINTS BETWEEN DISSI ILAR MATERIALS. 1. SILICONE SEALANTS (TYPE S): ASTM C920, SINGLE COMPONENT, NON- SAGGING, NON STAID, ®f TuE NON-BLEEDING; FOR GUSE SILCONES OR EQUAL. CAULKING; COLOR TO MATCH ADJACENT SUR , > :LDING DIVI 2. JOINT BACKING: ROUND, OPEN CELL POLYETHYLENE FOAM ROD. PART 2 - PREPARATION / EXECUTION WHEREVER A FIRE RESISTANCE CLASSIFICATION IS INDICATED OR REQUIRED FOR CONSTRUCTION, PROVIDE MATERIALS, ACCESSORIES AND APPLICATION PROCEDURES WHICH COMPLY WITH THE REQUIREMENTS OF UL "FIRE RESISTANCE INDEX" FOR THE UL DESIGN NUMBERS CORRESPONDING WITH THE CONSTRUCTION ASSEMBLIES INDICATED. 01030 SHORT / DAMAGED FREIGHT: TAPE. PROVIDE ALL GYPSUM DRYWALL MATERIALS THROUGHOUT THE WORK PRODUCED BY ONE MANUFACTURER. PROVIDE METAL STUDS AND FRAMING MEMBERS OF TYPES, GAUGES, SIZES AND CORROSIVE RESISTIVE TREATMENTS AS SHOWN. STUDS AND FRAMING: A. REMOVE LOOSE MATERIALS AND FOREIGN MATTER WHICH MIGHT IMPAIR ADHESION OF SEALANT. B. CLEAN AND PRIME JOINTS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. C. PROTECT ELEMENTS SURROUNDING THE WORK OF THIS SECTION FROM DAMAGE OR DISFIGURATION. D. INSTALL SEALANT IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. E. INSTALL JOINT BACKING. F. APPLY SEALANT WITHIN RECOMMENDED APPLICATION TEMPERATURE RANGES. CONSULT MANUFACTURER WHEN SEALANT CANNOT BE APPLIED WITHIN THESE TEMPERATURE RANGES. 08210 WOOD DOORS: INDICATED BELOW ARE INSTRUCTIONS ON HOW TO HANDLE SHORT, OR DAMAGED FREIGHT: A. BEFORE SIGNING THE FREIGHT BILL, NOTE SPECIFICALLY THE ITEM(S) DAMAGED OR MISSING I.E., ONE LIGHT FIXTURE, TWO PIECES OF SLATWALL, ETC. B. AFTER DAMAGED OR MISSING ITEMS ARE NOTED ON FREIGHT BILL, HAVE CARRIER'S DRIVER ALSO SIGN IT. THIS WILL VERIFY THAT BOTH PARTIES AGREE TO THE EXTENT OF DAMAGE OR SHORT ITEMS. C. THERE ARE TIMES WHEN DAMAGE IS DISCOVERED ONLY UPON UNPACKING THE FREIGHT. IN ORDER TO RECEIVE PAYMENT FROM FREIGHT COMPANY, WE MUST PROVE THAT THE FREIGHT WAS DELIVERED IN DAMAGED CONDITION. THEREFORE, ALL CARTONS MUST BE INSPECTED FOR SIGNS OF DAMAGE OR ABUSE AND THIS IS TO BE NOTED. D. PHONE THE TRAFFIC DEPARTMENT IN HOFFMAN ESTATES, MITCH TODA (847) 765 -4610, AND ADVISE EXTENT OF DAMAGE OR SHORTNESS AND TO RECEIVE DISPOSITION INSTRUCTIONS. E. SEND A COPY OF THE FREIGHT BILL AND A COPY OF THE ORDER (PROVIDED AT START OF CONSTRUCTION) ALONG WITH ANY OTHER INFORMATIN REQUESTED BY MITCH TO CLAIRE'S BOUTIQUES, INC., 2400 WEST CENTRAL RD., HOFFMAN ESTATES, IL 60195. F. BE SURE TO CONTACT THE PROJECT MANAGER TO INFORM HIM /HER OF THE LOSS SO THAT, IF NECESSARY, THE ITEM(S) CAN BE REORDERED. UNLOADING FIXTURES: 1. THE CONTRACTORS SHALL BE FULLY RESPONSIBLE FOR THE ADEQUACY AND INSTALLATION OF ALL TEMPORARY SHORING SYSTEMS USED DURING THE DEMOLITION OF ALL STRUCTURAL ELEMENTS. 2. THE DRAWINGS DO NOT NECESSARILY INDICATE THE FULL EXTENT OF THE WORK REQUIRED TO BE PERFORMED. INSPECT THE EXISTING CONSTRUCTION CAREFULLY TO DETERMINE THE FULL EXTENT OF WORK TO BE PERFORMED AND THE PROBLEMS INVOLVED. NO EXTRA COMPENSATION WILL BE ALLOWED BECAUSE OF FAILURE TO ESTIMATE THE FULL EXTENT OF THE WORK OR FOR ANY CONTINGENCY ALLOWANCES. 3. ALL WORK SHALL BE PERFORMED BY SKILLED AND PROPERLY EQUIPPED PERSONNEL. REMOVAL OF ITS ITEMS SCAFFOLD HIGH OR HIGHER SHALL BE LOWERED BY CONTROLLED METHODS, NOT BY THROWING OR DROPPING. PERFORM CUTTING AND STRIPPING SO THAT THE WORK TO REMAIN IS UNDAMAGED AND IN SUCH A MANNER THAT NEW WORK CAN BE PROPERLY BE CONNECTED WITH IT. 4. UNFORESEEN CONDITIONS: INCLUDE IN THE BASE BID MISCELLANEOUS CUTTING AND PATCHING NECESSITATED AS A RESULT OF UNFORESEEN CONDITIONS AND THE REWORKING OF ABUTTING SURFACES AS REQUIRED TO MAKE NEW WORK JOIN AND MATCH EXISTING SURFACES TO REMAIN. NO EXTRA PAYMENTS BASED ON THE PLEA OF UNFORESEEN CONDITIONS WILL BE ALLOWED. 5. G.C. TO COORDINATE WITH THE LANDLORD ALL WORK THAT MAY EFFECT NORMAL DAILY OPERATIONS OF THE LANDLORD PREMISES AND COMPLY WITH ALL RESTRICTIONS THE LANDLORD MAY HAVE ON DEMOLITION AND /OR CONSTRUCTION SCHEDULES. COOPERATE FULLY TO THE END THAT CERTAIN FACILITIES AND SERVICES ARE MAINTAINED IN OPERATION UNTIL IMMEDIATELY BEFORE THEIR REMOVAL IS REQUIRED TO PERMIT INSTALLATION OF NEW WORK. 6. NOISE CONTROL: CARRY ON ALL WORK IN A MANNER WHICH WILL PRODUCE THE LEAST AMOUNT OF NOISE. INSTRUCT ALL WORKERS IN NOISE CONTROL PROCEDURES. 7. CONTRACTOR TO COORDINATE ALL WORK OUTSIDE TENANTS SPACE AND IS LIABLE FOR ANY DAMAGE AND COST INVOLVED. C. PROTECTION OF PERSONNEL: ERECT SIGNS, BARRICADES AND SUCH OTHER FORMS OF WARNING ROLL FORMED CHANNEL STUDS AND RUNNERS: ASTM C -645, FABRICATED OF GALVANIZED STEEL PER ASTM WITH FLANGES NOT LESS THAN 1 1/4" OF THE SIZES AND GAUGES SHOWN. METAL FURRING CHANNELS: HAT SHAPED, 7/8" HIGH, 25 GAUGE GALVANIZED. BACKER PLATES: 20 GAUGE GALVANIZED. HANGER WIRE: GALVANIZED, SOFT TEMPER STEEL WIRE, SIZED IN ACCORDANCE WITH ASTM C -754. ALL INTERIOR WOOD DOORS SHALL BE SOLID LUMBER CORE (COORDINATE WITH DOOR SCHEDULE) FLUSH CONSTRUCTION, OF THE DIMENSIONS SHOWN, AND SHALL MEET OR EXCEED THE ANSI /NWSA INDUSTRY STANDARD I.S. /SERIES AND AWI QUALITY STANDARD FOR ARCHITECTURAL FLUSH DOORS. DOORSKIN FOR PAINTED AND VINYL COVERED SURFACES SHALL BE OF PAINT GRADE. OVERALL THICKNESS OF DOORSKIN SHALL BE 1 8" AND SHOULD BE BELT SANDED FOR PAINT FINISH. FINAL SANDING BY FIELD / FINISHER. WHEN REQUIRED BY CODE, FIRE DOORS SHOULD HAVE THE REQUIRED FIRE RATING. ' WOOD FRAMES: HANGER ANCHORAGE: PROVIDE CONCRETE INSERTS, CLIPS, BOLTS, SCREWS AND OTHER DEVICES APPLICABLE TO THE INDICATED METHOD OF STRUCTURAL ANCHORAGE FOR CEILING HANGERS. FURRING ANCHORAGE: 16 GAUGE GALVANIZED WIRE TIES, MANUFACTURER'S STANDARD WIRE -TYPE CLIPS, BOLTS, NAILS OR SCREWS, IN ACCORDANCE WITH ASTM C -754. METAL TO METAL WITHIN THE DRYWALL SYSTEM: 3/8" TYPE "S" OR S -12, PAN HEAD. ADHESIVES: EXAMINE DOOR FRAMES AND VERIFY THAT THE FRAMES ARE THE CORRECT TYPE AND HAVE BEEN INSTALLED AS REQUIRED FOR PROPER HANGING OF CORRESPONDING DOORS. ALIGN AND FIT THE DOORS IN THE FRAMES WITH THE FOLLOWING UNIFORM CLEARANCES AND BEVELS. TRIM STILES AND RAILS ONLY TO THE EXTENT PERMITTED BY LABELING AGENCY. FOR NON -RATED DOORS, PROVIDE CLEARANCES OF 1/8" AT JAMBS AND HEADS, AND 1/8" FROM THE BOTTOM OF THE DOOR TO THE TOP OF THE FINISH OR COVERING. FOR FIRE -RATED DOORS, PROVIDE CLEARANCES AND CORRESPONDING FIRE -RATED FRAMES IN ACCORDANCE WITH REQUIREMENTS OF NFPA NO. 80 EXISTING DOORS: INCLUDE IN BASE BID, THE COST TO UNLOAD ALL OWNER SUPPLIED FIXTURES AND MATERIALS WITH THE EXCEPTION OF ITEMS FROM OUR DISTRIBUTION CENTER IN HOFFMAN ESTATES. PROTECTION OF MATERIALS / FURNITURE ON SITE: AS RECOMMENDED BY THE GYPSUM BOARD MANUFACTURER. TRIM ACCESSORIES: G.C. IS RESPONSIBLE FOR THE SECURITY, CARE AND DAMAGE PREVENTION OF ALL MATERIALS AFTER DELIVERY TO JOB SITE. G.C. WILL BE BACKCHARGED FOR DAMAGES AND MISSING ITEMS. 01500 EXISTING CONDITIONS: PROVIDE TRIM ACCESSORIES OF THE SIZES REQUIRED FOR THE DRYWALL APPLICATIONS SHOWN SPECIFIED, FABRICATED FROM GALVANIZED STEEL, AND OF THE FOLLOWING TYPE: PROVIDE DRYWALL MOULDING OF THE TYPE AND SIZE INDICATED. PROVIDE METAL CORNER BEAD AT EXTERNAL CORNERS WITH SMOOTH RIGID NOSE AND PERFORATED KNURLED FLANGES. CONCEAL FLANGES WITH AT LEAST 2 COATS OF JOINT COMPOUND FEATHERED OUT APPROXIMATELY 9" ON BOTH SIDES OF THE EXPOSED METAL. WHERE DRYWALL ABUTS OR INTERSECTS DISSIMILAR CONSTRUCTION, PROVIDE SQUARE EDGE SEMI - FINISHING CASING BEAD (NO JOINT COMPOUND TREATMENT NECESSARY). TAPE AND JOINT MATERIAL SHALL BE APPLIED TO THE JOINTS. THE JOINT COMPOUND SHALL BE SMOOTHED OUT APROXIMATLEY 4" WIDE. THIS IS TO BE IN THE NORMAL THREE -COAT PROCESS, ALLOWING 24 HOURS DRYING TIME BETWEEN COATS. ALL NAILS, SCREWS, HEADS OR DIMPLES SHALL ALSO RECEIVE A THREE -COAT FINISH USING THE SAME MATERIAL AND MANNER AS THAT FOR THE JOINTS. SAND SMOOTH ALL JOINTS AND SURFACES AND HAVE THEM READY TO RECEIVE THE WALL FINISH. VERIFY THAT THE EXISTING WALL SURFACES, IF ANY, ARE SMOOTH AND SUITABLE, AS A SUBSTRATE FOR THE FINISHES SCHEDULED. GYPSUM BOARD: GENERAL CONTRACTOR IS TO VISIT THE JOB SITE TO INSPECT THE EXISTING CONDITIONS AND TO VERIFY THE AMOUNT OF WORK THAT WILL BE NECESSARY FOR THE PROJECT TO BE COMPLETED ACCORDING TO THE CONSTRUCTION DOCUMENTS. EXAMINE THE SUBSTRATES AND ADJOINING CONSTRUCTION, AND THE CONDITIONS UNDER WHICH THE WORK IS TO BE PERFORMED. DO NOT PROCEED WITH THE WORK UNTIL UNSATISFACTORY CONDITIONS DETRIMENTAL TO THE PROPER AND TIMELY COMPLETION OF THE WORK HAVE BEEN CORRECTED. BEFORE PERFORMING ANY WORK OR ORDERING ANY MATERIAL, THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS OF ANY EXISTING OR NEW WORK AND SHALL BE RESPONSIBLE FOR THEIR ACCURACY. ANY DIFFERENCES FOUND SHALL BE SUBMITTED TO THE OWNER FOR CONSIDERATION BEFORE PROCEEDING WITH WORK. 01510 TEMPORARY PROTECTION: (BARRICADE): WHEN EXISTING DOOR IS TO REMAIN IN SERVICE, DOOR AND FRAME MUST BE RAISED 3/8" FROM EXISTING FLOOR TO PROVIDE FOR DOOR CLEARANCE IF OVER NEW CARPET. 08341 OVERHEAD ROLLING GRILLES & SIDE FOLDING: AS MAY BE REQUIRED TO PREVENT PERSONNEL FROM PUTTING THEMSELVES IN THE WAY OF INJURY. D. MECHANICAL. ELECTRICAL, AND PLUMBING: GRILLES: 1. CAREFULLY REVIEW PLANS AND DETERMINE LINES TO BE REMOVED AND THOSE TO BE KEPT ACTIVE OR TO BE REACTIVATED. PROTECT LINES TO REMAIN. PROVIDE FOR MINIMUM SERVICE INTERRUPTION OF LINES TO REMAIN. 2. REMOVE LINES COMPLETELY WHENEVER POSSIBLE. CUT AND CAP OR PLUG TO PREVENT ESCAPE OF GAS, LIQUID, ETC. BEHIND THE BACK OF THE FINISH MATERIAL. 3. REPAIR, REPLACE, OR MAKE GOOD DAMAGE TO EXISTING CONSTRUCTION WHICH OCCURS AS A RESULT OF REMOVAL OPERATIONS, AT NO ADDITIONAL COST TO CSI, THE ARCHITECT OR THE LANDLORD. THESE REPAIRS SHALL INCLUDE ANY ROOF PATCHING REQUIRED DUE TO DEMOLITION AND SHALL BE COORDINATED WITH LANDLORD AND LANDLORD'S ROOFING CONTRACTOR. 03010 CONCRETE: STORE FRONT GRILLE(S) WILL BE SUPPLIED BY TENANT AND INSTALLED BY THE GRILLE CONTRACTOR. GRILLES ARE TO BE SELF - SUPPORTING BUT ARE ATTACHED TO THE MALL STRUCTURE ABOVE FOR LATERAL SUPPORT ONLY. GENERAL CONTRACTOR IS TO COORDINATE THESE CONNECTIONS WITH APPLICABLE LANDLORD CRITERIA AND /OR APPROVALS. GENERAL CONTRACTOR IS TO ACCURATELY "LAY OUT" THE STOREFRONT(S) FOR THE GRILLE CONTRACTOR, SHOWING GRILLE CENTERLINE(S) AND SUPPORT LOCATIONS. RELEASE HANDLE COMPONENTS TO BE INSTALLED IN TENANTS' STOREFRONT BEHIND CLOSURE LINE IN COMPLIANCE WITH GRILLE MANUFACTURER'S SPECIFICATIONS AND CONSTRUCTION DOCUMENTS. 08710 DOOR HARDWARE: MAL -WAL IS RESPONSIBLE FOR THE ERECTION OF TEMPORARY PROTECTION OF THE CONSTRUCTION IN ACCORDANCE WITH THE LANDLORD REQUIREMENTS AND LOCAL FIRE CODES. THE CONTRACTOR SHALL PAINT THE STORE LOGO ON THE BARRICADE WALL USING GRAPHIC DRAWINGS FURNISHED BY TENANT. G.C. TO COORDINATE GRAPHICS AND PAINT COLORS WITH LANDLORD TENANT COORDINATOR. 01610 PRODUCT HANDLING: DELIVER AND STORE MATERIALS IN SEALED CONTAINERS AND BUNDLES, FULLY IDENTIFIED WITH MANUFACTURER'S NAME, BRAND, TYPE AND GRADE. PROTECT METERIALS FROM CORROSION AND DAMAGE. STORE IN A DRY VENTILATED SPACE, OFF THE GROUND. COORDINATE ALL DELIVERIES WITH THE MALL LANDLORD AND TENANT SUPPLIED MATERIAL VENDORS. GENERAL CONTRACTOR WILL RECEIVE AND UNLOAD ALL FIXTURES FROM THE FIXTURE SUPPLIER, ACCORDING TO THE TERMS AND CONDITIONS IMPOSED BY THE MALL DEVELOPER, I.E. SPECIAL TIMES TO UNLOAD, ETC. FIXTURES TO BE SET BY GENERAL CONTRACTOR. GENERAL CONTRACTOR WILL NOTIFY TENANT IMMEDIATELY OF ANY MISSING OR DAMAGED ITEMS THAT TENANT SUPPLIES AND GENERAL CONTRACTOR INSTALLS. HE WILL OBTAIN AND FILL ALL NECESSARY PAPERWORK REQUIRED IN ORDER TO FACILITATE TENANT IN HIS ABILITY TO PROPERLY FILE CLAIM FOR DAMAGES OR LOSSES. REFER TO TENANT SHORTAGE /DAMAGED GOODS POLICY INCLUDED IN BID INSTRUCTIONS FROM TENANT. 01710 CLEANING/ ADJUSTING /MAINTENANCE /WARRANTIES: WHEN THE CONCRETE FLOOR SLAB IS EXISTING, PREPARE THE SLAB TO RECEIVE FINISH AS INDICATED ON THE PLANS. WHEN ON A GROUND FLOOR LOCATION, THE CONCRETE SLAB FLOOR SHALL BE SEALED IN THE AREAS TO RECEIVE CARPETING. WHEN SLAB FLOOR IS TO BE EXECUTED AS PART OF THE CONTRACT, FOLLOW LANDLORD'S DIRECTIONS AND SPECIFIATIONS. 03015 FLOOR SLAB MODIFICATIONS: PART 1 - GENERAL A. FURNISH AND INSTALL FINISH HARDWARE FOR INTERIOR AND EXTERIOR DOORS AND ROLLING GRILLES. B. SEE DOOR SCHEDULE FOR SPECIFIC ITEMS, MANUFACTURERS AND MODEL NUMBERS. TEMPLATES SHALL BE FURNISHED FOR USE IN FIELD. C. FOLLOW DHI (DOOR AND HARDWARE INSTITUTE) STANDARDS AND GUIDELINES AND AWI (AMERICAN WOODWORKING INSTITUTE) STANDARDS FOR HARDWARE INSTALLED ON WOOD DOORS. D. FURNISH OWNER WITH MAINTENANCE DATA, MAINTENANCE PROCEDURES, MANUFACTURERS WARRANTIES AND SPECIAL TOOLS. E. FINISHES: PER HARDWARE SCHEDULE. F. KEYING: 5/8" THICK UNLESS NOTED OTHERWISE. / ASTM C36, TAPERED EDGES. PROVIDE "TYPE X" (FIRE RETARDANT) WHERE SHOWN AND AT DEMISING WALLS. WATER RESISTANT GYPSUM BOARD (GREENBOARD) ASTM C -630 TYPE "W ". PROVIDE. FOR WET WALLS IN TOILETS. USE "DURLOCK" BEHIND ALL CERAMIC TILE AND MARBLE ON WALLS. ACCESS PANELS: GENERAL CONTRACTOR SHALL INSPECT THE EXISTING SLAB CONDITIONS TO DETERMINE THE AMOUNT OF CONCRETE FLOOR SLAB TO BE REMOVED AND REPLACED FOR INSTALLATION OF ELECTRICAL, MECHANICAL AND PLUMBING WORK AND STEEL COLUMNS FOR GRILLE SUPPORT. ALL CONCRETE TRENCHING AND REFILLING, AS WELL AS ANY AND ALL PENETRATIONS OF THE SLAB, SHALL BE EXECUTED IN ACCORDANCE WITH THE LANDLORD'S REQUIREMENTS. 05010 STRUCTURAL METALS: 1. GENERAL CONTRACTOR TO COORDINATE KEYING AND MASTER KEYING WITH CONSTRUCTION MANAGER. 2. GENERAL CONTRACTOR TO INSTALL CONSTRUCTION CORES DURING CONSTRUCTION AND REPLACE WITH PERMANENT AT END OF JOB PRIOR TO TURN -OVER. G. PROVIDE COMMERCIAL GRADE HARDWARE, COMPLYING WITH PROJECT SPECIFICATIONS, IN SETS ACCORDING TO THE SCHEDULE HEREIN AND ON DOOR SCHEDULE DRAWING. REFER TO DOOR SCHEDULE HARDWARE. 1. G.C. SHALL PROVIDE AND INSTALL ACCESS PANELS AS REQUIRED BY LANDLORD AND SITE CONDITIONS (COORDINATE SIZE REQUIREMENTS, NUMBER OF PANELS REQUIRED AND LOCATIONS WITH LANDLORD AND ALL MECHANICAL TRADES). 2. ACCESS PANELS SHALL BE FLUSH TYPE (N0 EXPOSED FLANGES) STYLE "DW" AS MANUFACTURERED BY: MILCOR, 1101 EAST KIBBY, LIMA, OHIO, 45804. PHONE NUMBER: 419- 227 -6899 (SIZE AS REQUIRED) 3. PANELS TO BE FACTORY PRIMED (WHITE) READY TO RECEIVE FINAL FINISH (PAINT) BY G.C. RECEIVED JUN 28 2011 11%.... PERMITCENTER THE DESIGN, FABRICATION AND INSTALLATION OF ALL MISCELLANEOUS METAL LINTELS, SUPPORTS AND FRAMING REQUIRED FOR ALL STORE FRONT WORK SHALL BE THE SOLE RESPONSIBILITY OF THE TENANT'S GENERAL CONTRACTOR. EXECUTE PERIODIC CLEANING DURING PROCESS OF WORK, AND AT COMPLETION OF THE WORK, SO THAT ALL FINISHED SURFACES ARE FREE OF ANY FOREIGN MATERIAL. CONDUCT CLEANING AND DISPOSAL OPERATIONS TO COMPLY WITH CODES, ORDINANCES, REGULATIONS, ANTI - POLLUTION LAWS AND LANDLORD REQUIREMENTS. REMOVE GREASE, MASTIC, ADHESIVES, DIRT, STAINS, LABELS AND OTHER FOREIGN MATERIALS FROM SIGHT EXPOSED SURFACES. GENERAL CONTRACTOR SHALL REMOVE ALL CONSTRUCTION DEBRIS FROM JOBSITE, ON A DAILY BASIS. PROTECTION: PROTECT AND MAINTAIN ALL WORK THROUGHOUT CONSTRUCTION SO THAT IT WILL BE FREE OF DAMAGE AT THE TIME OF ACCEPTANCE BY THE TENANT. COMPLETION: STORE TO BE READY FOR OCCUPANCY - ALL SURFACES CLEAN. STORE NO. 8/06 COPYRIGHT NOTICE: THESE DRAWINGS AND SPECIFICATIONS ARE COPYRIGHTED AND SUBJECT TO COPYRIGHT PROTECTION AS AN "ARCHITECTURAL WORK" UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.C. AS AMENDED DECEMBER 1990. THE PROTECTION INCLUDES, WITHOUT LIMITATION, THE OVERALL FORM, ARRANGEMENT AND COMPOSITION OF SPACES, AND ELEMENTS OF THE DESIGN. UNDER SUCH PROTECTION, UNAUTHORIZED USE OF THESE DRAWINGS AND SPECIFICATIONS MAY RESULT IN CESSATION OF CONSTRUCTION, BUILDING SEIZURE, AND /OR MONETARY LIABILITY. L�l LLJ U Lf U zQ 0_ 0_ �- u-) 0 I � (f) I I < W Z H- LLJ 0 U (f) I- n W 0 LL_ (f) CD W co N N N) 0, 0 W RSY CONSULTANTS Project Management * Design 17211 Eagle Hollow San Antonio, TX 78248 9869 REGISTERED ARCHITECT JIMMY L STATE 0 DATE: 5/20/2011 SHEET: SCALE: SP1 As Noted DRAWN BY: PROJECT No.: SPECIFICAT 0 \S 09300 CERAMIC TILE: SECTION 1— PRODUCTS 1.1 CERAMIC TILE SHALL CONFORM TO REQUIREMENTS OF ANSI A137.1 -1988 TYPE: CERAMIC TILE, REFER TO MATERIALS SCHEDULE. SIZE: CERAMIC TILE SHALL BE MANUFACTURED TO SPECIFIC SIZE AFTER FIRING AND SHALL-BE NOMINAL SIZE, REFER TO MATERIALS SCHEDULE. THICKNESS: CERAMIC TILE SHALL BE MANUFACTURED TO SPECIFIC THICKNESS AFTER FIRING AND SHALL BE NOMINAL, REFER TO MATERIALS SCHEDULE. COLOR: REFER TO MATERIALS SCHEDULE. 1.2 SETTING MATERIALS: USE APPROPRIATE INSTALLATION MORTARS ACCORDING TO ANSI A118. SERIES OR A136.1992 TYPE 1. 1.3 GROUTING MATERIALS: SELECT GROUT PER ANSI A118.3, A118.5, A118.6 OR A118.8— 1992. POLYBLEND NON— SANDED GROUT. MANUF. : LATICRETE #89 SMOKE GREY 1.4 WATERPROOFING /ANTI — FRACTURE MEMBRANE: SELECT PER ANSI A118.10 -1993 AS REQUIRED. 1.5 GROUT SEALER: BONSAL OR EQUAL. SECTION 2— INSTALLATION 2.1 ACCEPTABILITY OF SURFACES A. BEFORE TILING, VERIFY THAT ALL SURFACES TO BE TILED ARE STRUCTURALLY SOUND TRUE TO PLANE, AND FALL WITHIN MAXIMUM VARIATIONS SHOWN BELOW: WALLS: 1/8" IN 8' -- FLOORS: 1/8" IN 10' A. REPORT ALL UNACCEPTABLE SURFACES TO THE ARCHITECT IN WRITING, AND DO NOT TILE SUCH SURFACES UNTIL THEY ARE LEVELED ENOUGH TO MEET ABOVE REQUIREMENTS. B. BEFORE TILING, ALL SURFACES MUST BE FREE OF CURING COMPOUNDS, OIL, GREASE, WAX, DIRT, DUST, FORM RELEASES OR OTHER SUBSTANCES THAT WOULD INTERFERE WITH PROPER BOND OF SETTING MATERIALS. IF TILE IS INSTALLED BY THE THIN —SET METHOD, CONCRETE SLABS SHALL BE STEEL TROWEL OR LIGHT BROOM FINISH. 2.2 SETTING METHODS: COMPLY WITH APPROPRIATE ANSI A108 SPECIFICATION CURRENT AND TILE COUNCIL OF AMERICA HANDBOOK FOR APPROPRIATE METHOD OF INSTALLATION FOR EACH SPECIFICATION. FOR ADHESIVE MORTAR APPLICATION USE FOLLOWING: WITH FLAT SIDE OF TROWEL, KEY MORTAR INTO SUBSTRATE. USING THE APPROPRIATE SIZE TROWEL, COMB MORTAR IN ONE DIRECTION WITH NOTCHED SIDE OF TROWEL. SET TILE WITH A SLIDING MOTION, PERPENDICULAR TO THE MORTAR RIDGES. OBTAIN AS NEAR AS 100 % COVERAGE AS POSSIBLE OF MORTAR TO TILE. MORTAR MUST BE SUFFICIENTLY DISTRIBUTED TO GIVE FULL SUPPORT UNDER ALL CORNERS AND EDGES OF THE TILE. PERIODICALLY, REMOVE SHEETS OR INDIVIDUAL TILES TO ASSURE PROPER BOND COVERAGE CONSISTENT WITH INDUSTRY SPECIFICATIONS. 2.3 MAX. GROUT JOINT = 1/8 ". 2.4 EXPANSION JOINTS: INSTALL ARCHITECTURALLY DESIGNED EXPANSION JOINTS AS PER CURRENT TCA DETAIL EJ171. PREFABRICATED EXPANSION JOINT STRIPS CAN ALSO BE USED WHEN SUITABLE. 2.5 GROUTING METHODS: FOLLOW EXACTLY GROUT MANUFACTURES INSTRUCTIONS AND COMPLY WITH APPROPRIATE ANSI A108 SPECIFICATION DEPENDING ON TYPE OF GROUT SELECTED. GROUTING IS NOT COMPLETE UNTIL ALL GROUT HAZE AND RESIDUES ARE REMOVED FROM THE SURFACE OF THE TILE. 2.6 GROUT SEALER: COMPLY WITH MANUFACTURES INSTRUCTIONS AND APPROPRIATE ANSI SPECIFICATIONS FOR PRODUCT SELECTED. 2.7 CLEANING AND PROTECTION A. LEAVE FINISHED INSTALLATION FREE OF CRACKED, CHIPPED, BROKEN, UNBONDED OR OTHERWISE DEFECTIVE TILE WORK. B. PROTECT ALL FLOOR TILE INSTALLATIONS WITH CLEAN CONSTRUCTION PAPER OR OTHER HEAVY COVERING DURING CONSTRUCTION PERIOD TO PREVENT STAINING OR DAMAGE. NO FOOT OR WHEEL TRAFFIC PERMITTED ON FLOOR FOR AT LEAST THREE (3) DAYS AFTER GROUTING. 09390 CEMENTITIOUS FIBER BOARD: 1/2" DUROCK AS MANUFACTURED BY UNITED STATES GYPSUM CO., OR APPROVED EQUAL. FRAMING MEMBERS SHOULD BE STRAIGHT, TRUE, INIFORM DIMENSIONS AND FRAMING SHOULD BE PROPERLY ALIGNED. ALL SURFACES TO WHICH DUROCK IS FASTENED SHALL BE FREE AND CLEAR OF ANY PROTRUSIONS WHICH WOULD CAUSE THE PANEL TO BE FLECKED FROM THE LINE OF THE WALL. INSTALL ALL MATERIALS PER MANUFACTURERS SPECIFICATIONS AND RECOMMENDATIONS. JOINT REINFORCEMENT: DUROCK TYPE "P" TAPE. FASTENERS: SCREWS AND WASHERS PER MANUFACTURERS RECOMMENDATIONS. METAL STUDS MUST BE 20 GA. OR HEAVIER © NO MORE THAN 16" O.C.. USE 1 1/4" S -12 FLAT WASHER HEAD SCREWS WITH COUNTERSINKING RIBS AND CLIMASEAL FINISH. ALL SCREWS MAY BE PLACED A MAX. OF 8" APART. 09511 ACOUSTIC LAY -IN CEILING: PROVIDE ACOUSTICAL LAY —IN CEILING AS SHOWN AND SPECIFIED THEREIN. WHERE CEILINGS ARE REQUIRED TO COMPLY WITH A FIRE HAZARD CLASSIFICATION FOR FLAMESPREAD AND SMOKE DEVELOPMENT, PROVIDE TILES WHICH HAVE BEEN TESTED, RATED AND LABELED BY UL FOR THE REQUIRED RATINGS. PROVIDE TILES AND SUSPENSION SYSTEM MEETING THE REQUIREMENTS OF THE NATIONAL FIRE PROTECTION ASSOCIATION 901 AND ASTM C 635, AS APPLICABLE. PROVIDE FACTORY FINISHED UNITS OF THE COMPOSITION, PATTERN, FINISHES, SIZES, THICKNESS AND END PROFILES AS INDICATED IN THE PLANS AND THIS SPECIFICATION. ACOUSTICAL CEILING SYSTEMS SHALL BE EQUAL TO THAT MANUFACTURED BY ARMSTRONG WORLD INDUSTRIES, AS INDICATED ON THE FINISH SCHEDULE. RUNNER. CROSS RUNNERS AND EDGE MOLDINGS: DIRECT —HUNG INTERMEDIATE —DUTY SUSPENSION SYSTEM WITH EXPOSED MOLDINGS FOR SUPPORT AT EDGES OF CEILING, AT WALLS AND COLUMNS, WITH A SINGLE FLANGE OF MOLDING EXPOSED. PROVIDE UNIFORM FACTORY APPLIED FINISH ON EXPOSED SURFACE. COLOR TO MATCH CEILING TILE. SUSPENSION SYSTEM: HANGER WIRE: GALVANIZED CARBON STEEL WIRE, ASTM A 641, SOFT TEMPER, PRE — STRETCHED, CLASS 1 COATING. NOT LESS THAN 12 GAUGE. TILES: RIGID BOARD OF MINERAL FIBER WET— FELTED WITH STANDARD DENSITY PANELS, MINIMUM 10 LBS. PER CU. FT. PATTERN SIMILAR TO ARMSTRONG WORLD INDUSTRIES, INC. "FISSURED ", 24" X 48" X 5/8 ", OR 24" X 24" X 5/8 ", MANUFACTURER'S STANDARD WASHABLE WHITE PAINTED FINISH. ALL 24" X 24" TILE SHALL HAVE TEGULAR EDGE, UNLESS NOTED OTHERWISE ON REFLECTED CEILING PLAN. 09650 RESILIENT FLOORING & BASE: PROVIDE TILE UNITS OF THE COLOR, SIZE AND MANUFACTURER SHOWN. PRIOR TO LAYING FLOORING, SUBFLOOR SHOULD BE LEVEL, WITH HOLES, CRACKS AND DEPRESSIONS FILLED. USE THE PRIMER AND ADHESIVE RECOMMENDED BY THE MANUFACTURER. BUTT FLOORING TIGHTLY TO VERTICAL SURFACE, THRESHOLDS AND EDGINGS. PROVIDE RESILIENT BASE OF THE COLOR, SIZE, TYPE AND MANUFACTURER SHOWN. SECURE BASES TO SURFACES WITH THE ADHESIVE RECOMMENDED BY THE MANUFACTURER, WITH TIGHT JOINTS, KEEPING TOP AND BOTTOM EDGES IN FIRM CONTACT WITH ADJACENT SURFACES. INSTALL THEM IN AS LONG LENGTHS AS PRACTICAL. GENERAL CONTRACTOR WILL SUPPLY AND INSTALL TILE GUARD STRIP. 09670 WOOD FLOORING: PART 1 — GENERAL A. FINISHED WOOD AS SPECIFIED IN FINISH SCHEDULE AND RESP. SCHEDULE INSTALLED PER MANUFACTURERS PRINTED INSTRUCTIONS & RECOMM. B. MATERIALS SHALL BE LISTED WITH UNDERWRITERS LAB. AS TO FIRE AND SLIP RESISTANCE. C. ARCHTECTURAL TRIM I.E. REDUCER STRIPS, BANDS, PICKETS, ETC... SHALL BE OF SAME MANUF. AND FINISH AS WOOD FLOOR. D. SURFACE TO RECEIVE FINISH FLOORING SHALL BE CLEANED OF ALL FOREIGN MATERIAL WHICH WOULD BE DETRIMENTAL TO THE ADHESION OF THE FLOORING. E. CONCRETE SUBSTRATES SHALL BE DRY, CLEAN, SMOOTH & LEVEL, WITH A TOLERANCE OF 1/8" INCH IN 10' -0" AND ARE TO CONTAIN NO CURING COMPOUNDS OR SEALERS. CONC. CURING COMPOUNDS AND /OR SEALERS MUST BE COMPLETELY REMOVED. F. SHOULD PATCHING OR LEVELING BE REQUIRED USE LATEX CEMENT PATCHING COMPOUND. DO NOT IN ANY CASE USE ASPHALT UNDERLAYMENT. DO NOT IN ANY CASE USE A LATEX LEVELER OR SKIM COAT OVER LARGE OR ENTIRE AREA. G. ALL CONCRETE MUST BE SCOURED (ALSO AFTER PATCHING OR LEVELING) WITH 3 1/2 OPEN GRIT PAPER TO LOOSEN DIRT AND REMOVE WEAK CONCRETE. H. ALL SUB — FLOORING SHALL BE FREE OF MORTAR, THOROUGHLY DRY AND THEN BRUSHED, CLEANED & VACUUMED TO REMOVE ALL DUST PARTICLES. I. SLABS ON GRADE SHALL BE MEMBRANE WATERPROOFED. J. EACH FLOOR TILE MUST BE FIRMLY SEATED IN THE ADHESIVE, ROLL THE FLOOR WITH A 150 POUND ROLLER. K. ALLOW AS MUCH EXPANSION SPACE AS PRACTICAL BETWEEN FLOORING AND VERTICAL OBSTRUCTIONS. SPACE IS TO BE FILLED WITH SUITABLE MATERIAL SUCH AS CORK OR POLYURETHANE EXPANSION JOINT FILLER. L SEE GENERAL NOTES FOR ADDITIONAL INFORMATION. M. MOISTURE TEST TO BE PERFORMED PER MANUFACTURERS INSTRUCTIONS & RECOMM. 09680 CARPET: MATERIAL SUPPLIED AND INSTALLED BY TENANT. NO CARPET WORK SHALL BE INSTALLED UNTIL WET TRADES ARE COMPLETE IN THE SAME AREA. SUB —FLOOR SHOULD BE LEVEL, WITH HOLES, CRACKS AND DEPRESSIONS FILLED AND PROTRUDING SURFACES LEVELED BEFORE THE CARPET CAN BE INSTALLED. AFTER INSTALLATION OF CARPET, GENERAL CONTRACTOR SHALL PROTECT CARPETING AGAINST DAMAGE OF EVERY KIND AND ESPECTIALLY IN THOSE ZONES WHERE TRAFFIC OF ANY CONSEQUENCES CAN REASONABLY BE EXPECTED TO OCCUR. 09900 PAINTING: PROVIDE PAINTING AS SHOWN OR SPECIFIED. THE TERM "PAINT" INCLUDES ALL OPAQUE OR NATURAL, PRIME, INTERMEDIATE OR FINISH COATS OF FIELD APPLIED COATINGS. APPLY PAINT IN ACCORDANCE WITH MANUFACTURER'S DIRECTIONS. USE APPLICATORS AND TECHNIQUES BEST SUITED FOR SUBSTRATE AND TYPE OF MATERIAL BEING APPLIED. PROVIDE TOP -OF —THE —LINE PAINT PRODUCTS MANUFACTURED BY ONE OF THE FOLLOWING MANUFACTURERS: ALL DESCRIPTIONS BASED ON BENJAMIN — MOORE: • BENJAMIN MOORE • PPG INDUSTRIES • SHERWIN— WILLIAMS • PRATT & LAMBERT • GLIDDEN • NAPCO • BUTE PROVIDE SUITABLE COVERING TO PROTECT WORK, THE WORK OF OTHERS AND ADJACENT SURFACES AND OBJECTS. REMOVE OR PROTECT SUCH ITEMS AS HARDWARE, ACCESSORIES, PLATES, LIGHT FIXTURES AND SIMILAR ITEMS PLACED PRIOR TO PAINTING. REPOSITION OR REMOVE PROTECTION UPON COMPLETION OF EACH SPACE. PREPARE SURFACES TO RECEIVE PAINT: THOROUGHLY CLEAN OFF GRIME, GREASE, DIRT, CHALK, DUST, LOOSE MATERIAL AND OTHER SUBSTANCES THAT MAY INTERFERE WITH PROPER ADHESION OF PAINT. PAINT DRY SURFACE ONLY. SAND LIGHTLY BETWEEN EACH SUCCEEDING COAT OF PAINT. FILL DENTS, CRACKS, HOLLOW PLACES, OPEN JOINTS AND OTHER IRREGULARITIES WITH AN APPROVED FILLER SUITABLE FOR THE PURPOSE. AFTER SETTING, SAND TO A SMOOTH, HARD FINISH. CLEAN OFF ALL PAINT SPLATTER OCCURRING ON ADJACENT WORK. REPAIR OR REPLACE WITH NEW APPROVED MATERIAL ALL SURFACES DEFACED AS A RESULT OF THE WORK OF THIS SECTION AND LEAVE WORK IN A CLEAN, ACCEPTABLE CONDITION. DRYWALL: PRIME GYPSUM BOARD SURFACES WITH A LATEX PRIMER AND APPLY TWO (2) COATS OF ACRYLIC LATEX, "REGAL WALL SATIN" (FLAT). WOODWORK: PRIME WOODWORK SURFACES AND TRIMS WITH A WOOD PRIMER, AND APPLY TWO (2) COATS OF "REGAL AQUAGLO" SATIN FINISH ENAMEL. WHEN TRANSPARENT FINISHES ARE CALLED FOR, USE MULTIPLE COATS TO PRODUCE GLASS — SMOOTH SURFACE FILM OF EVEN LUSTER. PROVIDE SATIN FINISH FOR FINAL COAT. METAL WORK: PRIME METAL SURFACES (AC REGISTERS AND DIFFUSER ACCESS PANELS) WITH AN ADEQUATE PRIMER AND APPLY TWO (2) COATS OF FLAT LATEX TO MATCH CEILING COLOR. PAINT INTERIOR SURFACES OF DUCTS WHERE VISIBLE THROUGH REGISTERS OR GRILLES WITH A FLAT, NON SPECULAR BLACK PAINT. OMIT PRIMER ON SURFACES THAT HAVE BEEN SHOP— PRIMED. METAL DOORS: PRIME DOOR SURFACES AND TRIM WITH ENAMEL PRIMER AND APPLY TWO (2) COATS OF SATIN FINISH ENAMEL AS SCHEDULED. PLASTER: PRIME PLASTER SURFACES WITH AN APPROVED ALKALI — RESISTANT PRIMER AND APPLY TWO (2) COATS OF ACRYLIC LATEX (FLAT) AS SCHEDULED. 09985 SLATWALL: MATERIAL PROVIDED BY CLAIRE'S. CONTRACTOR TO VERIFY REQUIREMENTS TO TENANT ORDER AND NOTIFY TENANT OF ANY DISCREPANCIES AND / OR DAMAGE WITH PROJECT MANAGER AT CLAIRE'S BOUTIQUES. INSTALL SO GROOVES RUN HORIZONTALLY. VERTICAL JOINTS TO BE CONTINUOUS AS SHOWN ON ELEVATIONS. BUTT JOINT MITER CORNERS. DO NOT CAULK BUTT JOINTS. INSTALL SW -4 IN STOCK ROOM. INSTALLATION: FASTEN WITH PANEL ADHESIVE AND TRIM HEAD DRY WALL SCREWS. PLACE SCREWS EVERY 4TH GROOVE AND 16" O.C. INTO METAL STUDS. PAINT SCREW HEADS TO MATCH GROOVE COLOR. 10430 ILLUMINATED SIGNS: SUPPLIED AND INSTALLED BY TENANT'S SIGN CONTRACTOR. GENERAL CONTRACTOR SHALL COORDINATE INSTALLATION TO ASSURE PROPER COMPLIANCE WITH CONSTRUCTION DOCUMENTS AND LANDLORD CRITERIA. 10440 INTERIOR SIGNAGE: SUPPLIED AND INSTALLED BY TENANT'S SIGN CONTRACTOR. REFER TO DRAWINGS FOR TYPE AND LOCATION. LIGHT BOXES FURNISHED BY TENANT, INSTALLED BY G.C. MISC. NON DESIGN SPECIFIC INTERIOR SIGNS BY G.C. 11000 EQUIPMENT: PART 1 — GENERAL A. CONTRACTOR SHALL COORDINATE ALL EQUIPMENT WORK AND PLACEMENT WITH THE WORK OF ALL MAKE ADJUSTMENTS AS REQUIRED TO ACCOMMODATE LOCATIONS OF EQUIPMENT. B. ALL EQUIPMENT WORK SHALL COMPLY WITH ALL GOVERNING BUILDING CODES AND LOCAL CODES. C. EQUIPMENT SHALL BE FURNISHED, UNLOADED, UNPACKED OR UNCRATED AND PLACED ACCORDING DOCUMENTS. OTHER TRADES AND TO THE CONSTRUCTION PART 2 — PREPARATION / EXECUTION A. ALL EQUIPMENT PROVIDED BY OWNER AND INSTALLED BY GENERAL CONTRACTOR IS TO BE INCLUDED IN GENERAL BID. B. GENERAL CONTRACTOR SHALL NOTIFY THE OWNER IMMEDIATELY OF ANY DAMAGE TO THE EQUIPMENT PRIOR TO INSTALLATION. C. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR FINAL HOOKUP OF ALL EQUIPMENT SUCH AS ALL MECHANICAL WORK, PLUMBING, AND ELECTRICAL FOR THE EQUIPMENT LIST. D. ALL EQUIPMENT MANUALS, INSTRUCTION BOOKLETS AND WARRANTY INFORMATION SHALL BE NEATLY BOUND AND TURNED OVER TO THE OWNER BEFORE FINAL APPROVAL OF THE BUILDING. 12000 FURNISHINGS: SEE PLANS FOR SPECIFIC FURNITURE AND FURNISHING TO BE PROVIDED BY TENANT & GENERAL CONTRACTOR. 15000 MECHANICAL: 1. SEE MECHANICAL DRAWINGS FOR SPECIFICATIONS. 2. SPRINKLER LAYOUT: THE SPRINKLER SUBCONTRACTOR SHALL MODIFY THE EXISTING DESIGN AND PROVIDE AN APPROVED "CALCULATED" SPRINKLER SYSTEM LAYOUT TO THE ARCHITECT THAT CONFORM TO NEW DESIGN. THE DESIGN LAYOUT PROVIDED HEREIN REFLECTS THE VISUAL LAYOUT DESIRED. REVISIONS MUST BE SENSITIVE TO THE OVERALL VISUAL IMPACT. DRAWINGS AND CALCULATIONS FOR SUCH SYSTEMS SHALL BE SUBMITTED TO THE OWNER'S INSURANCE AGENCY (PRIOR TO FABRICATION OF ANY MATERIAL) FOR REVIEW AND APPROVAL PRIOR TO SUBMISSION OF THE CODE REVIEW AUTHORITY. DRAWINGS AND CALCULATIONS MUST ALSO BE SIGNED AND SEALED BY AN ENGINEER LICENSED IN THE STATE WHERE THE SUBJECT BUILDING IS LOCATED. ALL COST FOR REVIEW, PERMIT, SIGNING AND SEALING OF DRAWINGS AND CALCULATION SHALL BE BORNE BY THE SPRINKLER SUBCONTRACTOR. 3. FIRE ALARM AND SMOKE EVAC: VERIFY IF SEPARATE DRAWINGS ARE REQUIRED TO BE SUBMITTED. VERIFY IF LANDLORD REQUIRED CONTRACTOR IS TO BE USED. 16000 ELECTRICAL: 1. SEE ELECTRICAL DRAWINGS FOR SPECIFICATIONS. 2. VERIFY CODE REQUIREMENTS FOR LOW VOLTAGE WIRING. 3. G.C. IS TO VERIFY DELIVERED QUANTITIES TO PO AND NOTIFY TENANT OF DISCREPANCIES. REVIEWED FOR. CODE COMPLIANCE APPROVED JUL 1 9 2011 City of Tukwila BUILDING DIVISION RECEIVED JUN 28 2011 PERMIT CENTER STORE NO. 8/06 COPYRIGHT NOTICE: THESE DRAWINGS AND SPECIFICATIONS ARE COPYRIGHTED AND SUBJECT TO COPYRIGHT PROTECTION AS AN °ARCHITECTURAL WORK" UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.C. AS AMENDED DECEMBER '1990. THE PROTECTION INCLUDES, WITHOUT LIMITATION, THE OVERALL FORM, ARRANGEMENT AND COMPOSITION OF SPACES, AND ELEMENTS OF THE DESIGN. UNDER SUCH PROTECTION, UNAUTHORIZED USE OF THESE DRAWINGS AND SPECIFICATIONS MAY RESULT IN CESSATION OF CONSTRUCTION, BUILDING SEIZURE, AND /OR MONETARY LIABIIJTY. n LEI 00 00 00 O) J 0 Ne LLJ Do L1 U W Z 0 5 ce w RS! CONSULTANTS Project Management * Design 17211 Eagle Hollow San Antonio, TX 78248 JIMMY STATE REGISTERED ARCHITECT RS GTO N fr DATE: 5/20/2011 SHEET: SCALE: As Noted DRAWN BY: PROJECT No.: SPA G.C. TO PROVIDE F.R.T. BLOCKING IN WALLS AS REQUIRED FOR MOUNTING OF LOCKERS, LADDER HOOKS AND SHELVES. REFER TO FIXTURE PLAN FOR LOCATIONS 35' -11" LEASE DIMENSION STOCK TOILET T O 0 w N J • 11� IN 7 16' -0" LEASE LINE DIMENSION 8' -O" CLEAR T 1' -0" C -- ---- -- I' J Z - ---r L -1 T I SIM. SALES AREA OF CONDUIT 36' -6 3/4" 4- CIF SA ES AREA OF CONDUIT TO LEASE LINE J LEASE DIMENSION b R. 2' -3 3/4" REMOVE EXISTING DOOR & DOOR RECESS; INFILL DEMISING WALL TO MATCH EXISTING CONSTRUCTION, FINISH & FIRE RATING CONSTRUCTIO\ PLAN SCALE: 1/4"=1'-0" LEASE DIMENSION DOOR AND FRAME SCHEUDLE DOOR NUMBER DOOR TYPE SIZE /LOCATION FINISH FRAME MATERIAL HARDWARE SET HEAD /JAMB DETAIL THRESH DETAIL RATING REMARKS V// '/I A 8' -0" x 9' -0" MALL TO SALES ALUMINUM - - -- 1 SURFACE MOUNTED FLOW IVOTS - PUSH PLATE - 1 LOCK SET - 1 MANUAL ROLL DOWN GRILLE; SEE NOTES 23, 24 CD c 3' -0" x 6' -8" x 1 -3/4" SALES TO STOCKROOM PT -1 (SALES) PT -6 (STOCK) METAL 3 3/A1 4/A1 5/A3 SILENCER - 3 SEE NOTES: 1, 2, 5, 6, '® C 3' -0" x 6' -8" x 1 -3/4" STOCKROOM TO TOILET ROOM PT -6 METAL 4 3/A1 4/A1 DOOR STOP - 1 SEE SHEET A1.1 FOR WALL SECTIONS SEE NOTES: 2, 5, 6, 20 ', C 2' -0" x 6' -8" x 1 -3/4" STOCK TO DISPLAY AREA PT -1 (SALES) PT -6 (STOCK) METAL 3 14/A6 6/A3 BLIND DOOR TO DISPLAY AREA HARDWARE SETS SET NO. 1 SET NO. 2 SET NO. 3 SET NO. 4 SET NO. 5 SELF SUPPORTED ROLL DOWN GRILLE SURFACE MOUNTED CLOSER - 2 HINGE - 1 -1/2 PAIR HINGE - 1 -1/2 PAIR HINGE - 1 -1/2 PAIR V// '/I PATCH - 2 CLOSER - 1 CLOSER - 1 PANIC HARDWARE - 1 PLUMBING PARTITION SURFACE MOUNTED FLOW IVOTS - PUSH PLATE - 1 LOCK SET - 1 KICKPLATE - 2 Im-mllIl 2 PULL HANDLE - 1 KICKPLATE - 1 PEEP SCOPE - 1 DEMISING WALL FURR OUT LOCKS - 2 KICKPLATE - 2 SILENCER - 3 SILENCER - 3 DOOR PUL . - 2 SILENCER - 3 DOOR STOP - 1 DOOR STOP 1 DOOR STOP - 1 SEE SHEET A1.1 FOR WALL SECTIONS HOLD !` N - 1 HOLD OPEN - 1 '!:' SWEEP - 1 HARDWARE SPECIFICATIONS SURFACE MOUNTED CLOSER: MF1242 PATCH: MF 1823 DOOR PULLS: MF1212 SURFACE MOUNTED FLOOR PIVOTS: MF1262 HINGES: MCKINNY #TA2714 10B 4.5X4.5 FULL MORTISE; FINISH US26D CLOSER: LCN #4133 W/ HOLD OPEN ACTION (MOUNTED STOCKROOM SIDE) PUSH PLATE: NATIONAL HARDWARE #N207 -878 PULL HANDLE W/ PLATE: NATIONAL HARDWARE #N207 -894 SILENCER: IVES SR64 FLOOR DOOR STOP: IVES #438 ALUMINUM KICK DOWN HOLD OPEN: NATIONAL HARDWARE #N326 -249 KICKPLATE: SHLAGE SC8400PA28 8X34 PEEP SCOPE: IVES #U700 B4 LATCH SET: SCHLAGE D- SERIES ORBIT; FINISH 626 PANIC HARDWARE: 1210A ALARM EXIT DEVICE - EXIT ONLY W/ 9V BATTERY DOOR SWEEP: PEMKO #315CN PULL SIDE PUSH SIDE 18" MIN. 24" PREF. FRONT APPROACHES, SWINGING DOORS X PULL SIDE PUSH SIDE NOTE: X = 36" MINIMUM NOTE: Y = 48" IF Y = 60" X = 4-2" IF Y IF DOOR HAS BOTH = 54" A CLOSER AND A LATCH HINGE SIDE APPROACHES SWINGING DOORS PULL SIDE Y = 48" NOTE: Y =54" IF DOOR HAS A CLOSER 24" MIN. PUSH SIDE Y = 42" NOTE: Y = 48" IF DOOR HAS A CLOSER 24" MIN. LATCH SIDE APPROACHES SWINGING DOORS REVIE D FOR CODE COMPLIANCE APPROVED JUL 1 9 2011 City of Tukwila BUILDING DIVISION WALL TYPE LEGEND KEY SYMBOL DESCRIPTION C?"? EXISTING DEMISING WALL e INTERIOR PARTITION V// '/I O PLUMBING PARTITION :,'1 0 Im-mllIl DEMISING WALL INFILL 4 DEMISING WALL FURR OUT :4 . v • Id P NM._ '1C y ik ^ L N.\��" l I /MI_y SEE SHEET A1.1 FOR WALL SECTIONS DOOR & HARDWARE NOTES: 1. CLOSERS TO BE MOUNTED ON ROOM SIDE OF DOORS; TO HAVE MAX. OPENING FORCE OF 5 LBS (INTERIOR HINGED DOORS) & SWEEP PERIOD ADJUSTED SO THAT FROM AN OPEN POSITION OF 70 DEGREES THE DOOR SHALL TAKE AT LEAST 3 SECONDS TO MOVE TO A POINT 36" FROM THE LATCH MEASURED TO THE LEADING EDGE OF THE DOOR. 2. PROVIDE KICKPLATES ON THE STOCKROOM SIDE OF THE EXTERIOR DOOR. THE SALES /STOCKROOM DOOR & TOILET ROOM DOOR KICKPLATES SHALL BE ON BOTH SIDES OF THE DOOR. 3. T.G.C. SHALL VERIFY W/ SUPPLIER THAT ALL HARDWARE MEETS ADA REQUIREMENTS. 4. ALL HINGES TO BE STEEL BALL BEARING, MORTISE TYPE. 5. ALL METAL DOOR FRAMES TO BE PROVIDED W/ SILENCERS. 6. ALL INTERIOR DOORS TO BE PROVIDED W/ COMMERCIAL GRADE WALL OR FLOOR STOPS. 7. T.G.C. T' ' CONDITION. 9. EXTERIOR HINGES TO HAVE NON - REMOVABLE PINS. 10. ALL RATED DOORS TO BE SUPPLIED W/ THRESHOLDS & GASKETS PER SPECIFICATIONS & CODE. 11. COORDINATE EXTERIOR DOOR DETAILS & THRESHOLDS W/ LANDLORD. 12. AT ALL SWINGING DOORS, DOORS & FRAMES TO MATCH IN COLOR U.O.N. 13. IF A BEST BRAND LOCK CYLINDER IS NOT PROVIDED W/ LANDLORD SUPPLIED DOORS, GRILLE OR GATE, THE T.G.C. SHALL REPLACE THE LANDLORD PROVIDED LOCK CYLINDER W/ A BEST COMPATIBLE LOCK CYLINDER. 14. ALL HARDWARE REPRESENTS THE INTENDED QUALITY, STYLE AND APPEARANCE. 15. IF NEW, ALL HARDWARE IS TO BE 26D FINISH. DOOR HARDWARE SHALL BE MOUNTED AT NOT LESS THAT 36" OR MORE THAN 48" ABOVE FLOOR. 16. PROVIDE WEATHER STRIPPING AND ADA THRESHOLD AT EXTERIOR DOORS. ALL THRESHOLDS SHALL NOT EXCEED 1/2" MAX. HEIGHT. 17. TENANT G.C. COORDINATE WITH GRILLE MFR AND SHALL VERIFY THAT GRILLE INSTALLATION MEETS ALL LANDLORD AND TENANT REQUIREMENTS. 18. EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. 19. HARDWARE AT SERVICE DOOR SHALL BE BUILDING STANDARD AS REQUIRED BY THE LANDLORD CRITERIA. 20. UNDERCUT TOILET ROOM DOOR 1" TO PROVIDE AIR FLOW. 21. REPLACE DAMAGED OR MISSING HARDWARE. REPLACE LOCK CYLNDERS AND PROVIDE TENANT WITH (2) NEW KEYS. 22. REPLACE U- CHANGE CYLINDERS ON STOREFRONT DOORS & GRILLES WHEN EXISTING AND PROVIDE TENANT WITH (2) KEYS (BY SECURITY VENDOR). 23. ROLLING OVERHEAD GRILLE MILL FINISH STRAIGHT ALUMINUM CURTAIN AND CLEAR ANODIZED FINISH ON GUIDE & BOTTOM BAR ONLY. ALL NEW GRILLES SHALL HAVE CLEAR LEXAN INSERT PANELS WITHIN GRILLE DOOR, UNLESS OTHERWISE NOTED ON THE DRAWINGS. MANUALLY OPERATED KEY LOCK ON BOTTOM BAR ON MALL SIDE WITH THUMBTURNS ON STORE SIDE BY BEST LOCK CORPORATION. 24. GRILLE TO BE LOCKED IN THE OPEN POSITION AT ALL TIMES STORE IS OCCUPIED CONSTRUCTION PLAN NOTES: 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. COORDINATE ALL CONCRETE TRENCHING OR CORING WITH ON -SITE OPERATIONS DIRECTOR. IT IS THE TENANT'S RESPONSIBILITY TO TAKE ANY PRECAUTIONS NECESSARY TO INSURE THAT ANY UNDERGROUND UTILITIES, ETC. ARE NOT DAMAGED DURING FLOOR CUT. ANY DAMAGE SHALL BE REPAIRED AT THE TENANT'S EXPENSE. PATCH OR REPAIR EXISTING DEMISING WALL AS REQUIRED TO MAINTAIN EXISTING FIRE RATING. IF DEMISING WALL G.W.B. MUST BE PROVIDED BY TENANT'S G.C., PROVIDE VERTICAL EXPANSION JOINTS EVERY 30' -0" (MIN.) ALONG ENTIRE LENGTH OF EACH DEMISING WALL, CONTINUOUS TOP TO BOTTOM. IF CUTTING IS REQUIRED TO EXISTING FLOOR SLAB, CUT AND PATCH PER MALL CRITERIA. COORDINATE WITH MALL REPRESENTATIVE. ALL RATED PARTITIONS SHALL BE 5/8" FIRE RATED G.W.B. ON METAL STUDS AT 16" O.C. AND SHALL EXTEND TO UNDERSIDE OF STRUCTURE. NO COMBUSTIBLE MATERIALS SHALL BE ERECTED ABOVE CEILING. STOREFRONT SHALL BE SELF - SUPPORTED, BRACING TO STRUCTURE IS FOR LATERAL SUPPORT ONLY, UNLESS OTHERWISE NOTED. SLATWALL INSTALLED IN STOCKROOM TO 8' -0" A.F.F. REFER TO STOCKROOM ELEVATIONS FOR LOCATION. T.G.C. TO LAYOUT ALL WALLS PRIOR TO CONSTRUCTION. NOTIFY TENANT PROJECT MANAGER IMMEDIATELY OF ANY DISCREPANCIES. ALL RADIAL DIMENSIONS ARE FOR LINEAR FEET OF WALL AND SHOULD BE VERIFIED/ COORDINATE WITH PROJECT MANAGER PRIOR TO CONSTRUCTION. T.G.C. SHALL VERIFY THAT DEMISING WALLS EXTEND TO STRUCTURE ABOVE AND ALL PENETRATIONS ARE SEALED TIGHT, AND SHALL PROVIDE ALL WORK REQUIRED TO CORRECT DEFICIENT CONDITIONS. ALL WALL FRAMING NOT BRACED TO DEMISING WALLS SHALL BE SECURED OR DIAGONALLY BRACED AT 4' -0" TO STRUCTURE ABOVE. DEMISING WALLS ARE NOT DESIGNED TO ACCOMMODATE LOADING. ALL FIXTURES MUST BE SUPPORTED BY THE FLOOR OR NEW WALL CONSTRUCTION. PROVIDE METAL OR F.R.T. WOOD BLOCKING FOR ALL SIGNS, HOOKS, AND ANY OTHER WALL MOUNTED EQUIPMENT. COORDINATE ALL BLOCKING REQUIREMENTS NECESSARY FOR MILLWORK WITH PLANS & ELEVATIONS. ALL WOOD BLOCKING/ FURRING USED IN CONSTRUCTION TO BE FIRE RETARDANT TREATED. ALL WORK AND EQUIPMENT SHOWN IS NEW CONSTRUCTION BY T.G.C. - UNLESS NOTED OTHERWISE. FASTEN SCREWS THROUGH SLATWALL IN THE SLOTS ENSURING THEY PENETRATE A STUD IN THE PARTITION. SCREW HEADS TO BE PAINTED PER SLATWALL COLOR. METAL STUDS USED IN THE FRAMING OF STOREFRONT SHALL BE 3 5/8" x 20 GA. USE 24" O.C. SPACING (TYP.) FOR ALL FRAMING IN HORIZONTAL SOFFIT AND IN SALES AREA VERTICAL FASCIA. USE 16" O.C. SPACING (TYP.) FOR ALL FRAMING IN VERTICAL MALL - FACING FASCIA AND SHOW- WINDOW FASCIA. PER SCHEDULE t SEE PLAN r DOOR TYPE "A" I, 3' -0° HOLLOW CORE METAL DOOR DOOR TYPE "C" 6' -0" PER SCHEDULE HOLLOW CORE WOOD DOOR DOOR TYPE "D" HERCULITE GLASS DOORS DOOR TYPE "B" • SEX 11 R S S 'U ISED BRAILE BOLS ELLING OUT ISEX' UNISEX TOILET ROOM SIGNAGE PLAQUE TO BE MOUNTED ON LATCH SIDE OF UNISEX TOILET ROOM DOOR OEI TYPICAL DOOR ELEVATIONS & SIGNAGE SCALE: 3/8 " =1' -0" VARIES SEE PLAN FOR WALL TYPES SALES STANDARD METAL BUCK ANCHOR 5/8" G.W.B. ON 3- 5/8" X 20 GA. MTL FRAMING (TYP.) STOCK STANDARD METAL BUCK DOOR (SEE DOOR SCHEDULE) RECEIVED JUN 28 2011 PERMIT CENTER DOOR HEAD DETAIL SCALE: 3 " =1' -0" it Vi9 (±) DOOR ANCHOR 5/8" G.W.B. ON 3- 5/8" MTL FRAMING (TYP.) B DETAIL SCALE: 3 " =1' -0" STORE NO, 8 /06 COPYRIGHT NOTICE: THESE DRAWINGS AND SPECIFICATIONS ARE COPYRIGHTED AND SUBJECT TO COPYRIGHT PROTECTION AS AN "ARCHITECTURAL WORK' UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.C. AS AMENDED DECEMBER 1990. THE PROTECTION INCLUDES, WITHOUT LIMITATION, THE OVERALL FORM, ARRANGEMENT AND COMPOSITION OF SPACES, AND ELEMENTS OF THE DESIGN. UNDER SUCH PROTECTION, UNAUTHORIZED USE OF THESE DRAWINGS AND SPECIFICATIONS MAY RESULT IN CESSATION OF CONSTRUCTION, BUILDING SEIZURE, AND /OR MONETARY LIABIUTY. VALL - SPACE 432 SOU TH OE \TER 00 00 00 0) 0 0 0 O w RSW CONSULTANTS Project Management * Design 17211 Eagle Hollow San Antonio, TX 78248 9869 JIMMY STATE REGISTERED ARCHITECT DATE: 5/20/2011 SHEET: SCALE: As Noted DRAWN BY: PROJECT No.: Al 1 1 A1.1 A1.1 _ SIM. TOP CHORD OF STEEL TOP CHORD OF STEEL TOP CHORD OF STEEL DECK ABOVE TOP CHORD OF STEEL V.I.F. I I V.I.F. 4 I, . ��_ -I � - _) V.I.F. 1 / 5/8" TYPE "X" GYP. BD. TO DECK 1 IN OPEN CEILING CONDITIONS 1 ` (_ �� ��� � --_) ( �� ) �: .. 1 1 I j- V.I.F. V.I.F. FACE OF EXISTING DEMISING WALL; Z. 4 FINISHED CLG. REF. CEILING PLAN FOR HGT. (WHERE CEILING OCCURS). 1 (E) 5/8" TYPE "X" GYP. BD. PATCH AS 1 REQUIRED, V.I.F. 1 1 SALES AREA 5/8" TYPE "X" GYP. BD. TO DECK I__ OPEN CEILING CONDITIONS CONTRACTOR TO MAINTAIN EXISTING FIRE RATING -� IN - "X" .�-- 1 1 -�- - 5/8" TYPE GYP. BD. TO 6" -77*'- . Z ABOVE FINISHED CEILING (WHERE -\-- I ( _ 1 �� (- I I^_ I �- CEILING OCCURS). _ `° (E) 5/8" TYPE _ "X" GYP. BD. PATCH AS (�f (� -� i FINISHED CLG. REF. CEILING PLAN FOR HGT. (WHERE CEILING OCCURS). REQUIRED, V.I.F. FINISHED CLG. REF. CEILING PLAN FOR HGT. : - (WHERE CEILING OCCURS). GYP. BD. ON MTh STUDS. SEE ^+ I �� - C--7-_I C= - I ( =:1 �- I « �- CR 1 I -- l LAYER 5/8" TYPE 'X' GYP BD TIGHT ■ ; 5/8" TYPE "X" GYP. BD. TO 6" ABOVE FINISHED CEILING 1 ^\ J •--,----- (� ) - ;; (`_ �� .) - -� . (1) TO DECK ABOVE, CAULK /FIRESAFE TO ELEVATIONS FOR FINISHES r` I 1 1 =— -- SALES AREA DECK, UL DESIGN 465 SEE ELEVATIONS SHEET 5/8" TYPE "X" GYP. BD. TO 6" 1 ABOVE FINISHED CEILING © A.C.T. 1 & TO UNDERSIDE OF CEILING ® 1 GYP. BD. I 1 . - STOCK AREA/ FINISHED CLG. FOR FINISHES SALES AREA �' 1 rl REF. CEILING PLAN FOR HGT. 1 PERIMETER WALL PANELS PER PLAN (WHERE OCCURS) -9./ .. 1 TOILET ROOM r ' ` .� PERIMETER WALL PANELS PER PLAN (WHERE OCCURS) (vim I 1 ( _ _,I.< � ^_ i r --SEE ELEVATIONS SHEET FOR FINISHES TOILET AREA ��� = �� ) PERIMETER WALL PANELS PER PLAN (WHERE OCCURS) _ FOR NOT REFER T TO DETAIL 1 /A1.1 SEAMING HEIGHTS _ 'B1': NOTE REFER TO DETAIL 1/A1.1 FOR HORIZONTAL SLATWALL SEAMING HEIGHTS TYPE SOUND BATTING INSULATION cr_- WATERPROOF 'GREENBOARD' T.G.C. TO MATCH EXISTING DEMISING WALL CONSTRUCTION. -` I 5/8" / ` �— TYPE 'B1': 5/8" ) -_ --6" T.G.C. TO MAINTAIN EXISTING FIRE RATING & INTEGRITY. 20 GA. METAL STUD FRAMING ® 16" 0.C. © - - MTL STUD FURRING 1 - 3 -5/8" METAL STUD FRAMING NOTE REFER TO DETAIL 1/A1.1 FOR HORIZONTAL SLATWALL SEAMING HEIGHTS / 1 WATERPROOF : 'GREENBOARD' �___- - j - I - I = =. SOUND BATING INSULATION ! AT TOILET ROOM SEE ELEVATIONS SHEET FOR FINISHES - �� 5 FINISH FLOOR Y I - I FLOOR FINISH SEE FLR Al A1.1 A1.1 �. i�x� 3' CONCRETE SLAB SEE FINISH FLOOR I 1 I /� :' FINISH FLOOR I ` ,� FLOOR PLAN I l SIM. I FLOOR PLAN FOR FINISH I DENIS NG WALL NON —RATED PARTITION PLUMBING CHASE PARTITION DEMISING WALL INFILL FURRED —OUT DEVISING WALL D A SCALE: NTS B SCALE: NTS Al DEVISING WALL NON —RATED PARTITION SCALE: NTS D SCALE: NTS SCALE: NTS (E) B 1 SIMILAR TO TYPE 'A' W/ 5/8" 'GREENBOARD' SIMILAR TO TYPE 'B' W/ SOUND BATT ON TOILET ROOM SIDE; NO SLATWALL OR WOOD INSULATION & 5/8" 'GREENBOARD' ON TOILET BASE IN TOILET ROOMS. ROOM SIDE 3' -6" • i (E) METAL DECK TYPICAL WALL SECTION NOTES: 2. ALL CONNECTION AND FASTENERS TO BE AS PER DETAILS. ALL 1. ALL METAL STUDS TO BE 1CC #ESR -2054. 3 5/8" X 20 GAUGE MANUFACTURERS AND I.C.C. # TO BE STRICTLY ADHERED TO BY AT 16" O.C. THROUGHOUT STORE AND 3 5/8" X 20 GAUGE AT G.C. UNLESS APPROVAL FOR EQUAL SUBSTITUTION IS RECEIVED 16" O.C. AT STOREFRONT UNLESS NOTED OTHERWISE. FROM THE BUILDING DEPARTMENT. ALLOWABLE UNBRACED HEIGHT AS PER CHART BELOW. 3. ALL GYP. WALL BOARD TO BE 5/8" TYPE "X" THROUGHOUT. ATTACH WITH 1" TYPE S DRYWALL SCREWS 12" O.C. VERTICALLY METAL STUD SIZE MAX. UNBRACED HEIGHT AT STUDS AND 8" O.C. AROUND PERIMETER. = 'SHIM OR BLOCK TIGHT TO PREVENT BRIDGE FROM MOVING I,1'_p" 1 p 3 5/8" X 25 GA. 11', 3" _ TABLE NO. 1 `` P 1" TRACK BRIDGI ®16" o.c. A G % 1 �f „ 1 —9 „ 1 —9 3 5/8 X 16 GA 17'-0" / �� �� MINIMUM SIZE OF THE BRACING MEMBER /` 3x3x12GA. CLIP (E) #10 (TO INTO (E) NOTE: STRUCTURE w/ (3) #10 6�' X 25 GA. 16� =0 WALL HEIGHT 6' -0" 8' -0" 1 o T 4 CLOSET MAID HANG TRACK # 2826 N 1 ��— `1 `1 ,--- N 1 o z N N _ I ° I iv SECTION A -A SCREWS WIRE HANGER 6 X 20 GA. 21 0 UP TO 10' 12 GA WIRE 12 GA WIRE 6" X 16 GA. 25' -O" 12' -0 10 GA WIRE 10 GA WIRE TYP. 14� -On 10 GA WIRE 25 GA STUD w/ (3) WRAPS MIN. 3625162 -43 16 -0 10 GA WIRE 25 GA STUD l I VERIFY HOLES IN STANDARDS W/ \ * USE W/ 20 GA. HEAD RUNNERS TABLE N0. 2 ��i \ BLOCKING IN FIELD. (2) 60" CLOSET MAID SCREW ATTACHMENT 0 TYP. ¢ _I c� 45" STUD KICKER BRACE w TYP. cm FASTENER ATTACHMENT TO STRUCT. (TYP.) SCREW ATTACHMENT EACH SIDE �— T 1 0 BRIDGE A SPANNING ALLOWABLE SPACING FOR 1" LONG FASTENERS, INCHES STANDARDS # 2808 ON 1 "X4" CONTINUOUS o. BLOCKING BETWEEN TRACK T JOISTS PARTITION HEIGHT NO. 18 GAUGE NO. 20 GAUGE NO. 22 GAUGE NO. 24 GAUGE NO. 26 GAUGE ` (1) 12" x 48" CLOSET LOAD NORMAL TO WALL SURFACE (psf) NESTED STUD DEFLECTION TRACK 5 10 15 5 10 15 5 10 15 5 10 15 5 10 15 MAID # 4717 WIRE GRID SHELF WITH (3) 12" CLOSET MAID # 1775 \ BRACKETS PER SHELF TYPICAL EACH SHELF V- REMOVE SHELF OVER DESK ON CENTER UNIT 20" BUIDLDSKINI /2 FIELD. -_� r �- ° N 7 BLOCKING REF. SCHEDULE �J 6 42 42 42 42 42 42 42 42 33 42 37 24 42 23 15 � SCREW ATTACHEMEN TO BLOCKING SCREW ., /3x3x12GA. 8 42 42 34 42 42 31 42 37 25 42 27 18 34 17 11 i �] REF. SCHEDULE RING STUD \ ; 10 42 41 27 42 38 25 42 30 20 42 22 14 27 13 9 LOCK BRIDGE PLACE) —� STRUCTURE A CLIP w/ (3) #10 SCREWS \` SPLAY OR `1 �— 1 — SECTION A —A 12 42 34 22 42 31 21 42 25 16 37 18 12 23 11 7.5 ID 14 42 29 19 42 27 18 42 21 14 31 15 10 19 9.5 6.5 16 42 25 17 42 23 15 37 18 12 27 13 9 17 8.5 5.5 HANGER WIRE w WRAPS MIN. GRAVITY WIRES 1 N J 4 WALL ANCHORAGE TABLES `� _ 1 _ o 1 N SCALE: NTS (3) 20" CLOSET MAID SHELF BRACKETS # 2855 1 "X4" CONTINUOUS BLOCKING ®24" O.C. \ MECHANICALLY FASTEN TO MTh STUD FRAMING DO NOT DAMAGE EXISTING JOIST. I \ EXISTING STRUCTURE co i 1 3 5/8" OR 6° (SEE PLANS) CEMO 25 GA. TRACK (TYP.) UNLESS NOTED OTHERWISE FINISH PER PLANS c ca \ -g N o _ ON BOTH SIDES AND SPLAY WIRES ON ONE SIDE WITH MIN. TYP. AND SECTIONS �E��ED �� CODE CONpPL(gNCE ������� METAL STUD FRAMING VINYL BASE IN GYP. BOARD SUSPENSION FRAMING T —BEAMS OR CHANNELS SYSTEM I n i'' A ;_ SPACING j REFER TO NOTES AND JUL . 9 2O1j PLANS FOR SIZE, GAUGE, AND SPACING Cat}/ Of Tukuvila #8 SCREWS EA. SIDE OF BUiL ®IIdG DIVISION STUD TO TRACK (TYP.) I alt�� CONCRETE SLAB FLOOR FINISH TYP. STOCKROOM SHELVING DETAILS 6 SCALE: 1/2 " -1' -0" (' , I.C.C. . # ESR-2054 z J w 0 T FASTENER ATTACHMENT SCREW ATTACHMENT EACH SIDE DEFLECTION TRACK REF. SCHEDULE 1 1 0 ° ° ° �, .177 DIA. HILTI POWDER RECEIVE ° ° ° ° ° ° ACTUATED FASTENER w/ D ° ° ° ° 0.C. ICCEMBEDMENT #ESR 663T 24" JUN 28 2011 PERMITCENTER GYP. - 8" MAX, \ACT NON —LOAD BEARING STUD REF. SCHEDULE BOARD ACT SUSPENSION FRAMING SYSTEM �'— CO\I \ECTION DETAILS CONNECTION DETAILS FLOOR TRACK DETAIL SCALE: N.T.S. SCALE: NTS SCALE: N.T.S. STORE NO. 8/06 COPYRIGHT NOTICE: THESE DRAWINGS AND SPECIFICATIONS ARE COPYRIGHTED AND SUBJECT TO COPYRIGHT PROTECTION AS AN "ARCHITECTURAL WORK" UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.C. AS AMENDED DECEMBER 1990. THE PROTECTION INCLUDES, WITHOUT LIMITATION, THE OVERALL FORM, ARRANGEMENT AND COMPOSITION OF SPACES, AND ELEMENTS OF THE DESIGN. UNDER SUCH PROTECTION, UNAUTHORIZED USE OF THESE DRAWINGS AND SPECIFICATIONS MAY RESULT IN CESSATION OF CONSTRUCTION, BUILDING SEIZURE, AND /OR MONETARY LIABILITY. 0 W re RSYY CONSULTANTS Project Management * Design 17211 Eagle Hollow San Antonio, TX 78248 DATE: SCALE: 9869 REGISTERED ARCHITECT JIMMY L. P STATE OF DRAWN BY: 5/20/2011 SHEET: As Noted PROJECT No.: l/ STORE NO. 8/06 COPYRIGHT NOTICE: THESE DRAWINGS AND SPECIFICATIONS ARE COPYRIGHTED AND SUBJECT TO COPYRIGHT PROTECTION AS AN "ARCHITECTURAL WORK" UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.C. AS AMENDED DECEMBER 1990. THE PROTECTION INCLUDES, WITHOUT LIMITATION, THE OVERALL FORM, ARRANGEMENT AND COMPOSITION OF SPACES, AND ELEMENTS OF THE DESIGN. UNDER SUCH PROTECTION, UNAUTHORIZED USE OF THESE DRAWINGS AND SPECIFICATIONS MAY RESULT IN CESSA110N OF CONSTRUCTION, BUILDING SEIZURE, AND /OR MONETARY LIABIUTY. SOU W U 0 ce rn W RS CONSULTANTS Project Management * Design 17211 Eagle Hollow San Antonio, TX 78248 9869 JIMMY STATE 0 REGISTERED ARCHITECT TON // DATE: 5/20/2011 SHEET: SCALE: As Noted DRAWN BY: PROJECT No.: A2 GYP. BD. SOFFIT ®9' -3° A.F.F. CEILING PLAN SYMBOL LEGEND 8' -O" 1 C -3 1 (OPEN 1 DECK 4' 1/2" 5' 1/2" EQ -8 -1 EQ TYPE SYMBOL MANUFACTURER /PART # LAMP(S) DESCRIPTION 4. \ �,, A /AE LIGHTOLIER 4x4PLWHW /4x4132HU PHILIPS PL -T32W /830 /4P /ALTO RECESSED SQUARE APERTURE LENSED SINGLE LAMP COMPACT FLUORESCENT DOWNLIGHT W/ WHITE TRIM & FLANGE W/ 90 MINUTE BATTERY BACK -UP. 5/8" GYP BD ON MTL STUD FRAMING, PAINTED (TYP.) - c 2 E 1O' -2�� -� �_ O O �- O O O O 12'_1" 1 C -2 1- SOFFIT c GYP. BD. SOFFIT ®T -6" A.F.F. NOTE: ACCESS _ e ( PT -5 ■ • �) \ cv LINE OF TRACK LIGHT B/BE CON -TECH RA4439T4 -WW -120 GE CMH39T /U930GU6.5 RECESSED SQUARE APERTURE LENSED SINGLE METAL HALIDE WALL WASHER W/ / WHITE TRIM Sc FLANGE EQ / \ / I� NM FIXTURE MECHANICALLY FASTEN =H e 2B BI/ PANELS IN GYP - E;.� - 19' -3" C -1 BD CEILING AS C CON -TECH RAN2016MH- X1- P -120V PHILIPS CDM -MR16 20W/830 25D RECESSED SQUARE APERTURE SINGLE LAMP METAL HALIDE ADJUSTABLE ACCENT LIGHT, FINISH WHITE PT -3 -- • I. <` H / REQUIRED; SEE DETAIL 4 A2 / GYP. BD. SOFFIT ®9' -O° A.F.F. FINISH METAL TO SOFFIT ABOVE LINE OF CEILING EQ I \ Q 1/2 1/2 ", _ 0O '� Jiil �� c� ExM C2 CON -TECH RAN2016MH- X2- P -120V PHILIPS CDM -MR16 20W/830 25D SIMILAR TO TYPE C W/ (2) LAMPS &/ RECTANGULAR APERTURE��� Q Q 1 w 12' -1" 1 C -2 \ �, _.. cV / C3 CON -TECH RAN2016MH- X3- P -120V PHILIPS CDM -MR16 20W/830 25D SIMILAR TO TYPE C W/ (3) LAMPS & RECTANGULAR APERTURE ®� CODE COMPLUANC g' -p" UNDERSIDE OF CEILING ° M 19� -0" 1 C -2 0 0 0 - 1,,,Y2 "'Z � C e _ AT 9' -3" A.F.F. IIjijIBIB APPROVED FINISHED SOFFIT 8" 3' -7 / 1/2" e B 111 -0" 1 C -2 1 � OF D e CON -TECH CTL802720MTL -P -FA- 8027- P- LF16 -CL - LT- 8- P- LA- 23T- R- P- REGI -P PHILIPS CDM -MR16 20W 80 / 10 DEGREE TRACK MOUNTED METAL HALIDE ADJUSTABLE ACCENT LIGHT, FINISH WHITE. SUPPLY WITH 8' SINGLE CIRCUIT LIGHTING TRACK AND 120 WATT CURRENT LIMITER. JUL 19 2011 / " 3 4 PLYWD ON MTL STUD FRAMING AS OF GLA NG GLAZING f C2 e O ;_ �' I �� \, FINISH DIM I O O 0 REQUIRED BLOCKING AS REQUIRED BRAKE METAL FINISH B � 0 0 EQ 4 -0 Q 0 ' O o I w B .��.. OF F -42 F -66 F -90 ...a • am BARTCO F -22: BFLSLM- 14/6/120 F -34. BFLSLM-21/6/120 F -46: BFLSLM- 28/6/120 F -58: BFLSLM -35 6 120 // PHILIPS 14W T5 21 W T5 28W T5 35W T5 SURFACE MOUNTED TWO -LAMP FLUROESCENT CHANNEL WITH 6” MAX. OVERLAP FOR INSTALLATION IN AN City , Tu Ilcd Ell9LDING DIV SIGN 10'-6" C -2 6 E ❑ A �E I 10 -• „ 1 C -2 F-5 �(TYP.) h IX I Uf1L F �8 F -58�A - Op ill_ a ' �, F c2 - _ -� - M _ - _ - EXC r - F 4r, - -��,�� I I -_ II 1 1 ARCHITECTURAL LIGHT COVE. FILL COww" FROM END TO END WITH NO DEAD SPOTS; EMERGENCY WIRING AS SHOWN 1 F W 0 i F 58 C2 I \ \ M N E e ° a v ill A2 0 0 LLI a] (5) LDCT3WH3OK (100W LIMITING DEVICE) CORD MOUNTED DECORATIVE SOFFIT CHANDELIER W/ WHITE ORGANZA SHADE r S E C T I O r SHADES OF LIGHT CH08056 III III) O ;3 (34710) & CRYSTALS. 12 "x44" SIZE. ® UNDERSIDE OF FIXTURE AT 6' -8" A.F.F. SCALE: 3/4 ° =1' -O" O Oc,2 O ., IiiiiI i \ ` I b 58 i, I `� C2 I 1 1 1 I Q. OF GLAZING �_ �� H ( BROAN #670 RECESSED FAN (SUPPLIED BY T.G.C.) 0 �� w I w b, I �� w F 58 F 58 F 34 K LIGHTOLIER SW4S232HPF12OSO (2) 4' -0" T8 - 32 WATTS STOCKROOM STRIP LIGHT INSTALLED TO CEILING _ - - X11 1 I O �E B B B �� MO —' �; B F 58 O c B lr O '`2, 5 , F B 58 0 B O F 34 0 B O L M DAINOLITE 85302 - 152211 -117 SIGN LIGHTER TBD (8) LDCT3WH3OK (100W LIMITING DEVICE) TBD REAR ALCOVE DECORATIVE CHANDELIER, 22" DIAM, 14" HT., CORD MOUNTED W/ WHITE ORGANZA SHADE & CRYSTALS. _-.% 3 -5/8" MTL STUD FRAMING TO STRUCTURE ABOVE I ( E� N m / I e -4 3 4 3 -11 1 4' 3 --� I 3 -3 ' 3 -3 =4 1 4 4 2'-9" 2 -9 1 EXC ® EXITRONIX V902- R- LB -RC -BA EXIT SIGN, LED, ACRYLIC EDGE -LIT, 10 -6 e / / I� e / /� I 8 CEILING MOUNTED W/ 90 MIN BATTERY 'V LIGHT COVE BACKUP MTL 1 EXL _ rj,� EXITRONIX LL90 -BLANK EMERGENCY LIGHT, CEILING MOUNTED 5/8" GYP BD ON FIRST FULL TILE NOTE: PATH OF EGRESS TO GYP. BD. SOFFIT © 9' -0" A.F.F. „ 1 �� GYP. BD. SOFFIT ®9 -0 A.F.F. -i 2 -1 I C -2 W/ 90 MIN BATTERY BACKUP STUD FRAMING' PT -4 - EXM _ ,�,.,Or,,, ,.�W.'� EXITRONIX EXBP- H -EL90 _ EXIT /EMERGENCY LIGHT COMBO UNIT, CEILING MOUNTED W/ 90 MIN BATTERY LIGHT FIXTURE IN BACKUP FIXURE IN COVE; SHOW (1) FOOT- CANDLE ILLUMINATION AT THE WALKING SURFACE LEADING TO THE EXIT DISCHARGE DOORWAY MY e� t Ds- °„p '` i i�r0I'01 _ ��� SEE ELECTRICAL SPRINKLER HEADS (SEE SPRINKLER DRAWINGS DRAWINGS FOR DETAILS) ® pii O Nir Sr r� 0 arrHn��t ERD8,S; SB2 I Aild � ACOUSTIC TILE A.C.T. CEILING (TYP.) 9' REFLECTED -0" SOFFIT -,� 8" 5 8" GYP BD ON MTL / STUD FRAMING, PAINT PT -5 , SCALE: 1/4 " =1' -O" 0 DRILL 5/32" HOLE AND INSTALL 1/8" BOLT AND LOCKING NUT 45' TYPICAL SECTION AT LIGHT COVE INSTALL BOLT TO SECURE ONE SCALE: 1- 1/2 " =1' -0" NOTES: TUBE TO THE OTHER. TUBES SHALL LAP ONE ANOTHER AT LEAST 4 IN FULLY EXTENDED POSITION. EMT TIGHT TO STRUCTURE � (E) METAL DECK c SHIM OR BLOCK TIGHT CEILING PLAN TO PREVENT BRIDGE FROM 1. ALL ROOF WORK IS BY LANDLORD CONTRACTOR, AT TENANTS EXPENSE. COORDINATE WITH ON -SITE OPERATIONS OF ATTACHMENT FOR ALL ITEMS ANCHORED TO OR SUSPENDED FROM THE UGHT FIXTURES SHALL BE AS INDICATED ON THE REFLECTED CEILING PLAN. ALL ON LAY -IN TILE U.N.O. REFER TO ELEC RICAL DRAWINGS FOR ELECTRICAL SHALL BE AS INDICATED ON THE MECHANICAL HVAC DRAWINGS. COORDINATE LIGHT FIXTURES WITH CEILING TYPE. SUBMIT SHOP DRAWINGS ON ALL TENANT PROJECT MANAGER TO TENANT'S GENERAL CONTRACTOR. PENETRATIONS WITH LANDLORD AND LANDLORD APPROVED ROOF CONTRACTOR. HANGERS, CHANNELS, RODS AND OTHER MISCELLANEOUS SUPPORT STEEL SHALL BE BY THE G.C. AS NECESSARY FOR PROPER SUPPORT OF SUSPENDED/ SUPPORTED TO STEEL CONCRETE, OR MASONRY. G.C. TO COORDINATE WITH FOR INSTALLATION OF ALL EQUIPMENT. & SQUARE TO ALL WALLS AND SOFFITS. DIMENSIONS ARE INDICATED AS CLEAR ABOVE FINISHED FLOOR DIMENSIONS. VERIFY WITH FLOORING SUBCONTRACTOR PRIOR TO THE INSTALLATION OF ANY NEW TO ACHIEVE NOTED REQUIRED DIMENSIONS. TO CEILING WHEN OF FIXTURE IS LESS THAN 48" FROM WALL; AIM 20' TO MOVING DIRECTOR. 2. VERIFY WITH LANDLORD METHOD EXISTING ROOF STRUCTURE. 3. THE TYPE AND LOCATION OF LIGHT FIXTURES TO BE CENTERED INFORMATION AND SPECIF1CAT1ONS. 3x3x12GA. CLIP 4. THE LOCATION OF HVAC DIFFUSERS 5. ELECTRICAL CONTRACTOR TO � ABOVE. SEE MAX. HEIGHT GRAVITY WIRES // SCHEDULE BELOW. 12 0. VERT. HANGER 9 ON BOTH SIDES AND SPLAY WIRES Z Q w O GYP. BOARD SUSPENSION FRAMING ON ONE SIDE WITH MIN. TYP. kk ' WIRE TURN CEILING GRID LEVEL PRIOR TO SETTING ( Z TUBE. J SPACING r w/ (3) #10 FIXTURES NOT FURNISHED BY OWJ \. \714111Ak1/4 (E) . SCREWS 6. COORDINATE ANY NEW ROOF 7. ALL STRUCTURAL FRAMING, FURNISHED AND INSTALLED WIRE HANGER EQUIPMENT AND SHALL BE FASTENED T -BEAMS OR CHANNELS SYSTEM REF. TI -100 \ ~`` `��' — SECTION A A w (3) WRAPS STRUCTURAL ENGINEER AS REQUIRED / ( ) 8. CEILING SHALL BE PLUMB, LEVEL, MIN. 9. ALL NOTED CEILING HEIGHT 45° i SLOT END OF TUBE TO FIT OVER MAIN RUNNER ■ THICKNESS OF FLOOR CONSTRUCTION CEILING CONSTRUCTION IN ORDER NOTE: 10. AIM WALL WASH FIXTURES ®15' \.\ RUNNER TEE INS OFT, MAIN RUNNERS TO BE LEVEL WITHIN 1/4" ' ° 45 115 A DO NOT DAMAGE EXISTING JOIST. -3625162 -43 BRIDGE CEILING WHEN OF FIXTURE SPANNING BETWEEN JOISTS IS 48" OR GREATER FROM WALL (TYP.) �RECE11/E JUN 28 2011 ��, INSTALL CROSS RUNNERS SUPPORTED MY MAIN 1 r'' /� + + + RUNNERS OR OTHER CROSS RUNNERS TO WITHIN 1/32" OF THE REQUIRED CENTER DISTANCES. (4) SPLAY WIRES, SPLAYED 90° FROM EACH �/ �: ;� 4 —� ) ■��I ; r, �,,, MAIN \ 3x3x12GA. PTCENTER #10 SCREW OTHER AND CEILING PLANE _ ��\ CROSS �. '� EACH END A WLIP 3 10 3» 1�1. SCREWS TYP. TYPP� 8" MAX, ACT (TO LOCK BRIDGE INTO PLACE) ACT ACCESS OPENING ELECTRICAL METALLIC TUBING (EMT) ONLY ,/4;i SECURE NOTE: COMPRESSION STRUT REQUIRED Orp< CEILING GYP. SUSPENSION BOARD / / [SEE CHART] L / A: LAY—IN CEILINGS SIZE (DIAMETER) L (MAX. HEIGHT) 4'-O" / " 5'-2" 3�� 4 5, -2„ 6'-6" 1/4" 8' -6" 1/2" 9' -10° 2" 12' -O" STRUTS OTHER THAN EMT, MAY REQUIRE ENGINEERING CALCULATIONS. SPLAY OR SUSPENSION HANGER NOTE: 1/2" 1 1 1 '� FRAMING (E) OWJ WIRE NEL FURRING AT 16" O.C. SYSTEM SYSTEM TO FRAMING w/ MIN. 8 GA. RAPS MIN. ( TIE TWO ADJACENT WALL TO CEILING MAIN AND CROSS RUNNERS / ACCESS DOOR OPENING HANGERS: HANGERS FOR SUSPENDED CEILINGS SHALL BE FASTENED TO OR EMBEDDED IN THE STRUCTURAL FRAMING, MASONRY, OR CONCRETE. HANGERS SHALL BE SADDLE TIED AROUND MAIN RUNNERS TO DEVELOP THE FULL STRENGTH OF THE HANGERS. LOWER END OF FLAT HANGERS SHALL BE BOLTED WITH 3/8" BOLTS TO RUNNER CHANNELS OR BENT TIGHTLY AROUND RUNNERS AND BOLTED TO THE MAIN PART OF THE HANGER. NO. 8 GA. LATERAL SUPPORT WIRE AT EACH SEISMIC RESTRAINT AT 12' -0" O.C. EACH WAY, OR EVERY 144 S.F. OF B: CEILING AREA PER STANDARDS 47 -18. I.C.B.O. N0. ER -2 `•� GYP. BD. CEILINGS CEILING INSTALLATION TO BE IN COMPLIANCE W/ ATSM -C636 R. 1-7/8" NOTE: CEILING TYPES MIN. NO. 12 GAUGE /// 45° MIN. KEY DESCRIPTION o WITHIN 3" OF EACH CORNER OF LIGHT FIXTURE. SPLAY WIRES AS SHOWN AND FASTEN TO FACE OF ROOF PURLIN OR BEAM WITH 16d RING SHANK NAIL. MIN. OF 3 WIRE NOTE: ALL CEILING LIGHT FIXTURES AND HVAC AIR REGISTERS SHALL BE SUPPORTED BY A MINIMUM OF TWO (2) HANGERS AT OPPOSITE CORNERS. CEILING SYSTEM SHALL NOT SUPPORT OTHER ITEMS. \ ¢ O O O ARMSTRONG 24 "x24" 15/16" WHITE T -BAR SUSPENDED CEILING GRID SYSTEM, HEIGHT INDICATED ON PLAN W/ ARMSTRONG #1833 FINE FISSURED MEDIUM TEXTURE FIRE GUARD 24x24 x5/8 ACOUSTIC TEGULAR TILES; CEILING HEIGHT PER REFLECTED CEILING PLAN. 90° 90° \ J64/ �� C1 d o N 0 0 I. O.C. I, 5/8 TYPE 'X GYP. TURNS EACH CONNECTION POINT. TYPES AVAILABLE: 4 -0 MAX. 'f BD. CEILING 3/8" MIN. CLEAR �/ WIRE SUPPORTS BY ACOUSTICAL �� CEILING CONTRACTOR. ACCESS PANEL IN HORIZONTAL WALL: 18 DOOR - DROP -IN DOOR ACCESS PANEL IN VERTICAL WALL: 18" DOOR - CONCEALED -HINGE DOOR 5/8" TYPE 'X' GYP. BD. SOFFIT ON 3 -5/8" 20GA METAL STUD FRAMING TO 6" ABOVE CEILING; SEE REFLECTED CEILING PLAN FOR HEIGHT OF UNDERSIDE OF FINISHED GYP. BD. SURFACE. C2 SIZES AVAILABLE FIXTURES WT. 20 LBS. MOUNT CONNECT 2 NO. 12 GA. FIXTURE SUPPORT WIRE AT DIAGONAL 60• CORNERS OF EACH FIXTURE. (3) MAX MAX PULL WRAPS MIN. FIXTURE SUPPORT WIRE SUPPORTED & 45`� j% HUNG BY T -BAR CONN. MAX. FIXTURE WT. 55 LBS. 9" OPENING O C3 ARMSTRONG 24 "x48" 15/16" WHITE T -BAR SUSPENDED CEILING GRID SYSTEM W/ ARMSTRONG #884 FINE FISSURED MEDIUM TEXTURE FIRE GUARD ACOUSTIC CEILING TILES; CEILING HEIGHT PER REFLECTED CEILING PLAN. 12" OPENING 18" OPENING 24" OPENING 12" XP36'INOPENING STUD FRAMING BY OWNER .--` FASTENERS G.C. {BY \ O O o y O " I 8 / " 12'-0" O.C. „ 3/8 MIN. CLEAR ELEVATION ,� 4 0 18" X 36° OPENING J / / / (SEE ASTM -C636 FOR ACCEPTABLE MAX. CROSS RUNNER HANGER WIRE COUNTERSLOPING OR MAIN RUNNER PLAN METHODS) / MAIN RUNNER RECESSED FLOURESCENT 11111 e FIXTURE . `. CROSS TEES r.ir All ACCESS DOOR PANEL FRAME TAPE & FILL 3" WIDE BY G.C. (--) CEILING DETAILS LIGHT FIXTURE SUPPORT DIAGRAM ACCESS HATCH DIAGRAM 2 SCALE: N.T.S. 3 SCALE: N.T.S. SCALE: N.T.S. ED- STORE NO. 8/06 COPYRIGHT NOTICE: THESE DRAWINGS AND SPECIFICATIONS ARE COPYRIGHTED AND SUBJECT TO COPYRIGHT PROTECTION AS AN "ARCHITECTURAL WORK" UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.C. AS AMENDED DECEMBER 1990. THE PROTECTION INCLUDES, WITHOUT LIMITATION, THE OVERALL FORM, ARRANGEMENT AND COMPOSITION OF SPACES, AND ELEMENTS OF THE DESIGN. UNDER SUCH PROTECTION, UNAUTHORIZED USE OF THESE DRAWINGS AND SPECIFICATIONS MAY RESULT IN CESSA110N OF CONSTRUCTION, BUILDING SEIZURE, AND /OR MONETARY LIABIUTY. SOU W U 0 ce rn W RS CONSULTANTS Project Management * Design 17211 Eagle Hollow San Antonio, TX 78248 9869 JIMMY STATE 0 REGISTERED ARCHITECT TON // DATE: 5/20/2011 SHEET: SCALE: As Noted DRAWN BY: PROJECT No.: A2 c. OF SALES AREA ETAGERES BOLTED TOGETHER BY G.C. BK-4 44" EGRESS PATH FACE OF CASHWRAP TO LEASE LINE SEE SHEET A -6 FOR PERIMETER FIXTURE INSTALLATION DETAILS PL -6 ET -1 ET -1 PR -1 — BK:. 1 PR -1 BK -4F MATERIAL FINISHES & COLOR SCHEDULE CODE MANUFACTURER DESCRIPTION FINISH REMARKS PT -1 BENJAMIN MOORE PAINT 1067 BLOND WOOD ENTRANCE WALL, GYP BD BEHIND FIXTURES & SLOTWALL TO U/S OF CEILING; STOCK DOOR FIXTURE SCHEDULE ITEM # SYMBOL DESCRIPTION QTY REMARKS TB -1 LARGE TABLE 4 PT -3 BENJAMIN MOORE PAINT 2008 -40 HYDRANGEA FLOWER SALES AREA REAR WALL TB -2 SMALL TABLE 4 PT -4 BENJAMIN MOORE PAINT 2002 -70 PINK CADILLAC COVE INTERIOR, PEARL FINISH PT -5 BENJAMIN MOORE PAINT OC -61 WHITE DIAMOND COVE TRIM, SOFFIT, INTERIOR STOREFRONT PT -6 BENJAMIN MOORE PAINT SUPER WHITE STOCKROOM /TOILET ROOM TB -3 LARGE ACCESORY TABLE 1 B -1 VENDOR 6" WOOD BASE MATCH PT -5; SEMIGLOSS AT STOREFRONT BASE; G.C. TO MITER ALL CORNERS B -2 ARMSTRONG 4" VINYL BASE #73 - PARCHMENT ALL NON -SALES AREA, U.N.O. TB- 4 SMALL ACCESSORY TABLE 1 B -3 VENDOR 4" WOOD BASE MATCH PT -1, SEMIGLOSS IN SALES AREA FC -1 FRITZTILE CERAMIC. CL264 - OLD MAHOGANY SALES AREA TILE ST -1 EAR PIERCING CHAIR 1 FC -2 DURKAN CARPET STYLE: CALLIOPE (CUSTOM) CENTER CARPETING UNDER JEWELRY TABLES MEASUREMENT: VARIES ST -2 SALES AREA STOOL 1 FC -3 DURKAN CARPET STYLE: COFFEE PATTERN (CUSTOM) CARPET UNDER COSMETICS FIXTURE FC -4 DURKAN CARPET GARNET SOLID (CUSTOM) CARPET UNDER AUXILIARY SALES TABLES FC -8 ARMSTRONG 12 "x12" V.C.T. STANDARD EXCELON IMPERIAL TEXTURE #51911 CLASSIC WHITE ALL NON -SALES AREA, U.N.O. BK -2 BK -3 24 "W BUNKER CUSTOM 36 "W BUNKER 1 FC -9 MALL TILE PER MALL CRITERIA INSTALL TO CLOSURE LINE s • :•S1 1■ ► i 0 1 BK -4 48 "W BUNKER 11 PL -1 MARLITE F.R.P. WALL PANELS P100 WHITE FOR USE IN RESTROOM, DRINKING FOUNTAIN & MOP SINK AREAS BK -2F 24 "W FEATURE BUNKER SW- 1 WILSONART PUCK WALL 4911 -38 SOFT GOLD MESH SW -2 ABET LAMINATI TREND WALL 382 MICROLINE GRAIN TO RUN HORIZONTALLY BK -4F 48 "W FEATURE BUNKER 2 SW -3 PIONITE STOP SLAT WALL AW871 SUEDE VANILLA FIBER REAR SIDE WALLS OF STORE - WITH SLOTS SW -4 MARLITE SLATWALL STOCKROOM SLATWALL, TENANT SUPPLIED CW -1 CASHWRAP 1 FIXTURE PLAN SCALE: 1/4"=1'-0" SW -5 PIONITE STOP SLAT WALL AW871 SUEDE VANILLA FIBER CUSTOM 3' -0" PANEL FOR REAR SIDE WALL WC -1 GRAHAM & BROWN PAINTABLE WALLCOVERING 20.5 "W X 32.8 "L CURVY PAINTABLE DESIGN MATCH: STRAIGHT AT REAR WALL, PAINT PT -3 CS -1 COSMETICS FIXTURE 1 REVIEWED FOR CODE COMPLIANCE APPROVED JUL 19 2011 OF SALES AREA • B -2 FC -8 - 0 U J 5-0" W 0 U 9' -11 1/4" 6' -6" FC -4 1FC -3J 5-3 1/2" CARPET NOTES: GC TO TRIM CARPET BORDER TO DIMENSIONS AS SHOWN; COORDINATE WITH ARCHITECT AT TIME OF INSTALL; REFER TO DETAIL 6/A3. CARPET PATTERN IS 24' LONG & WILL NEED TO PATCH -IN ADDITIONAL 48" PER DIMENSIONS; COORDINATE W/ ARCHITECT AT TIME OF INSTALL. 0 I • 29' -0" FC -9 TO OF CLOSURE BEGINNING HALF OF TILE TILE PATTERN- l'-6 11 3' -6" 24' -0" V C.0 N•) ADD'L CARPET PATTERN FC- 4 FC -2 CARPET PATTERN 2' -11" f'ALLCOVERI WC -2 INHABIT WALL FLATS PAINTABLE WALL TILES STYLE: CHRYSALIS INSIDE CENTER ALCOVE OF REAR WALL MEASUREMENT: 18" X 18 ", 3/4" DEEP PAINT PT -3 ET -1 ETAGERE 8 City of Tukwila BUILDING DIVISION WC -3 LAMINART TOWER FINISH 5050 -T BEIGE EDGEWAVE TEXTURED ALL SURFACES OF TOWER FIXTURE MT -1 TBD RAW STEEL SEMIGLOSS CLEARCOAT MT -2 METAL FRONTS, INC. STOREFRONT METAL WHITE: TIGER DRYLAC RAL# 9003 EP -1 PL -1 EAR PIERCING TOWER FIXTURE 1 4 NOTE: PAINT FINISH AT DOORS TO BE SEMI - GLOSS. PAINT FINISHES AT WALLS TO BE EGGSHELL. PAINT FINISH AT ALL GYP BD SOFFITS, CEILINGS, LIGHT COVE & STOREFRONT TO BE FLAT. PL -8 96" VALENCE FIXTURE SPAN BETWEEN (2) TOWER FIXTURES REFER TO ELEVATIONS FINISH PLAN SCALE: 1/4"=r-0" TENANT'S SPACE DATA GROSS LEASED AREA (SF) 1136 100 GROSS SALES AREA (SF) 966 85% STOCKRM. /TOILET (SF) 170 15% VOID 0 0% lq9 PL -6 11 72" VALENCE FIXTURE 2 SPAN BETWEEN (2) TOWER FIXTURES REFER TO ELEVATIONS PL -4 48" VALENCE FIXTURE SPAN BETWEEN (2) TOWER FIXTURES REFER TO ELEVATIONS TR -1 EARRING TREE 5 W/ BUNKER BASE MR -1 18" MIRROR 1 MR -2 SHOE MIRROR 1 PLACED UNDER ETAGERE NEAR SHOE DISPLAY BAY SG -1 SUNGLASS FIXTURE 1 MQ -1 MANNEQUIN STAND 2 BODY FORMS, GRAPHIC FRAME AND DISPLAY PLATFORM INCLUDED G.C. TO LEVEL ALL FIXTURES AFTER FINAL SET -UP AS REQUIRED BY ADJUSTING STEMS ON CASTERS. NOTE: G.C. TO CREATE SMOOTH, FLUSH TRANSI110N BETWEEN TENANT AND MALL TILE. SALES AREA METAL TRANSITION STRIP: SCHLUTER SCHIENE -A OR AS DIRECTED BY TENANT CRITERIA SALES AREA TILE CONC. SLAB W/ LEVELING COMPOUND, V.I.F. MALL MALL FLOORING LEASE LINE STOREFRONT TILE STOREFRONT TILE FLASH PATCH AS REQ'D OF ENTRY CARPET FLOORING METAL TRANSITION STRIP: SCHLUTER SCHEINE -E OR EQUAL SALES AREA TILE MALL TILE TO SALES AREA TILE SCALE: 3"=1'-0" CARPET FLASH PATCH AS REQ'D STOREFRONT TILE NOTE: TRANSITION BETWEEN SURFACES MUST BE SMOOTH DOOR- SEE DOOR SCHEDULE FOR TYPE AND FNISH STOCK AREA SALES AREA TILE SALES AREA METAL TRANSITION STRIP: SCHLUTER SCHIENE -A OR AS DIRECTED BY TENANT CRITERIA BUILD -UP SUBSTRATE AS NEEDED VINYL COMPOSITION TILE I�L�ia� Sn� °o RECEIVED JUN 28 2011 PERMITCENTER LINE OF CARPET CUT HATCH DENOTES CARPET BORDER • CUT CARPET AT REAR EDGE OF PATTERN /BORDER • CUT PATTERN DOWN FROM REAR OF STORE TO PLAN SIZE • REATTACH BORDER EXTENT OF CARPET PATTERN TILE TO CARPET SCALE: 3 " =1' -0" TILE TO V.C.T. SCALE: 3 " =1' -0" NOT USED CARPET CUT DETAIL SCALE: N.T.S. FINISH NOTES: 1. THE T.G.C. SHALL BE RESPONSIBLE FOR PROPER PREPARATION OF ALL NEW AND EXISTING SURFACES IN A SATISFACTORY MANNER TO RECEIVE NEW FINISHES. THIS INCLUDES THE DEMOLITION AND REMOVAL OF NECESSARY ITEMS. TOUCH —UP AND /OR REFINISH OF SURFACES DAMAGED BY SUBSEQUENT WORK SHALL BE THE RESPONSIBILITY OF THE T.G.C. ALL WORK SHALL BE PERFORMED IN CONFORMANCE WITH THE MANUFACTURER'S RECOMMENDED INSTALLATION METHODS. THE GENERAL CONTRACTOR SHALL PREPARE THE EXISTING FLOOR PRIOR TO THE APPLICATION OF FINISH FLOORING. THE EXISTING CONCRETE SLAB MUST BE SMOOTH AND LEVEL TO WITHIN A TOLERANCE OF ONE— EIGHTH INCH PER FOOT. LATEX CEMENT PATCHING COMPOUND SHALL BE UTILIZED (NO ASPHALT —BASED COMPOUNDS). 2 ALL SURFACES WHICH ARE TO RECEIVE A PAINT FINISH SHALL BE PRIMED AND FINISHED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. 3 ALL JOINTS IN GYPSUM BOARD WALLS SHALL BE FINISHED WITH PAPER TAPE 2" WIDE AND THREE COATS OF VINYL, DRY OR PREMIXED JOINT COMPOUND. ALL OUTSIDE CORNERS SHALL BE FINISHED WTH METAL CORNER BEADS., TAPED AND SPACKLED. ALL AREAS TO BE PAINTED SHALL BE SANDED SMOOTH. JUST PRIOR TO THE APPICATION OF THE FIRST COAT OF PAINT, WIPE SANDED SURFACES WTH A DAMP CLOTH IN ORDER TO LAY FLAT ANY NAP WHICH MAY HAVE FORMED IN SANDING. 4 FINISH FLOORING INSTALLATION SHALL BE IN CONFORMANCE WITH THE MANUFACTURER'S RECOMMENDED INSTALLATION GUIDELINES. COORDINATE THE INSTALLATION WITH ALL OTHER TRADES, SUCH AS ELECTRICAL. 5 ALL JOINTS BETWEEN MATERIALS TO BE TIGHT AND CONSTRUCTED IN A NEAT, WORKMANLIKE MANNER. 6 ALL FINISHES SHALL BE TOUCHED UP TO CORRECT ANY IMPERFECTIONS AFTER INSTALLATION. FIXTURE VENDOR SHALL PROVIDE TO THE T.G.C. ALL MATERIALS FOR TOUCH UP WORK. 7 THE INTENT OF THE FINISH SPECIFICATION IS TO PROVIDE A SATISFACTORY FINISH TO ALL PARTS OF THE WORK. COVER ALL SURFACES THOROUGHLY. IF THE SPECIFIED NUMBER OF COATS DOES NOT ACCOMPLISH THE INTENT, THE T.G.C. SHALL BE RESPONSIBLE FOR THE APPLICATION OF ADDITIONAL COATS OF THE SPECIFIED MATERIAL TO GIVE SATISFACTORY COVERAGE, AT NO ADDITIONAL COST TO THE OWNER. 8. CLEAN ALL GLASS SURFACES WITH A LIQUID GLASS CLEANER AT PROJECT COMPLETION. 9. ALL FLOOR COVERING MATERIALS TO BE INSTALLED PER MANUFACTURER'S STANDARD DETAILS AND SPECIFICATIONS. VERIFY WITH MANUFACTURER PRIOR TO INSTALLATION. 10. USE ONLY CLEAR SILICONE SEALANT AS AN ADHESIVE ON THE STOREFRONT METAL PANELS, CLADDING AND TRIM. DO NOT USE CLEAR SILICONE SEALANT ON THE STOREFRONT GLAZING /GLAZING FRAMES. 11. CLAIRE'S STORES INC. HAS A NATIONAL ACCOUNT WITH BENJAMIN MOORE COMPANY. THE FOLLOWING CODE SHOULD BE USED WHEN PURCHASING PAINT OR OTHER B.M. PRODUCTS SPECIFIED IN THE MATERIAL SCHEDULE: "NA197" 12. ALL TRANSITIONS BETWEEN FLOORING MATERIALS MUST BE SMOOTH AND LEVEL. 13. MALL FLOORING MUST BE EXTENDED TO THE CENTER LINE OF THE CLOSURE, AND TO THE BASE OF THE STOREFRONT, TYPICAL. 14. 1/8" GROUT JOINT (MAX.) IN FLOOR TILE. 15. THE CARPET INSTALLER MUST TAKE ADDITIONAL CARE NOT TO RAM OR GOUGE THE BASE WHEN INSTALLING THE CARPET; THIS MATERIAL CANNOT BE TOUCHED UP. THE COST OF REPAIRING ANY DAMAGE DONE TO THE BASE BY THE CARPET INSTALLER WILL BE CHARGED BACK TO THE INSTALLER. 16. WHEN LAYING OUT FLOORING, CARPET PAD DIMENSION IS EQUAL TO NUMBER OF FULL CARPET TILES NOTED ON PLAN. INSTALLER SHALL VERIFY THIS DIMENSION PRIOR INSTALLING FIELD TILE. 17. THE SURFACE OF FLOORS SHALL BE SLIP RESISTANT.WHEN TESTED IN ACCORDANCE W/ ASTM C10288 TEST PROCEDURE FOR COEFFICIENT OF FRICTION, TILE MUST ACHIEVE A WET & DRY BALUE OF NOT LESS THAN 0.60. PRIOR TO INSTALLATION FO THE FLOOR COVERING, A WRITTEN STATEMENT FROM TEN FLOORING MANUFACTURER MUST BE SUBMITTED TO THE BUILDING DIVISION, COMMUNITY DEVELOPMENT DEPARTMENT STATING THAT THE PRODUCT TO BE INSTALLED MEETS CURRENT INDUTRY STANDARDS FRO SLIP RESISTANCE. STORE NO. 8/06 COPYRIGHT NOTICE: THESE DRAWINGS AND SPECIFICATIONS ARE COPYRIGHTED AND SUBJECT TO COPYRIGHT PROTECTION AS AN "ARCHITECTURAL WORK° UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.C. AS AMENDED DECEMBER 1990. THE PROTECTION INCLUDES, WITHOUT LIMITATION, THE OVERALL FORM, ARRANGEMENT AND COMPOSITION OF SPACES, AND ELEMENTS OF THE DESIGN. UNDER SUCH PROTECTION, UNAUTHORIZED USE OF THESE DRAWINGS AND SPECIFICATIONS MAY RESULT IN CESSATION OF CONSTRUCTION, BUILDING SEIZURE, AND /OR MONETARY LIABILITY. f W LL U C 0 1 W / U 0 n W W MALL - SPACE 432 W W U 0 O Do N 00 00 00 (f) 0 w RS CONSULTANTS Project Management * Design 17211 Eagle Hollow San Antonio, TX 78248 9869 REGISTERED nRC;iiITECT DATE: SCALE: 5/20/2011 SHEET: As Noted DRAWN BY: PROJECT No.: A.5 CLADDING MT -1 0 T.O. STOREFRONT SOFFIT HEIGHT FLAT METAL PANEL; POWDERCOAT TO MATCH MT -1 FLAT METAL PANEL; POWDERCOAT TO MATCH PT -1 3' -3 1/2" 8' -8" EQ EQ 3'-4 1/2" FLAT METAL CLADDING MT -1 EQ EQ 0 N CD 1" METAL FINISH (TYP. ( MT_ 0 NOTE: HORIZONTAL DIMS TO . OF METAL (TYP) z 1 3' -4" LINE OF LIGHT COVE BEYOND STOREFRONT SIGNAGE PANEL— ENTRY PORTAL MT -2 LINE OF BRAKE METAL SEAM c. OF SIGN/ ENTRY w -J 0 0- OPAQUE ACRYLIC PANELS (TYP.) 1" METAL FINISH (TYP.)( MT -1 NOTE: STOREFRONT SIGNAGE NOT A PART OF THIS APPLICATION MT -1 FLAT METAL PANEL; POWDERCOAT TO MATCH PT -1 if) CD 1' -1 " 1' -1" 1' -1' 1' -1" 1' -1' 1' -8" . 1' -1" \ \ 1" METAL FINISH (TYP.)" MT -1 Q 9' -0„ EQ SPANDR =L GLP 0 c.J SOFFIT HEIGHT a 0 .4- WHITE SPANDREL GLASS -(3) WHITE SPANDREL GLASS PANELS - FLAT METAL PANEL; POWDERCOAT TO MATCH —1 PT -1 SPANDREL GLASS WHITE SPANDREL GLASS 0 0 METAL PANEL 3' -5 1/2" OF J1ETAL 1' -0 1 /2" 3' -11" c_ OF / METAL 1' -0 1/2" 3' -11" OF / METAL , 1' -0 1 /2" 3' -11" t. OF / METAL 1' -0 1/2 EQ METAL PANEL OF /METAL EQ METAL PANEL in\ LINE OF EXTENT OF TENANT STOREFRONT; PROTECT MALL FINISH IN DOOR RECESS (TYP.) CO STOREFRONT ELEVATION SCALE: 1 /2"=11- 0 (2) 3 -5/8" X 16 GA BRG STUDS; EMBED IN DEMISING WALL (TYP BOTH SIDES) LL 0 ih n OF BOX BEAM ABOVE LINE OF SOFFIT ABOVE 8' -0" 3' -4 1/2" LINE OF SIGNAGE ABOVE 8' -0" CLEAR N LL 4" 3' — 1 /2" 1' -2" 6' -0" t'5':t' 2' -11 1/4" FINISHED GYP BD SOFFIT AT 7' -6" A.F.F. 6' -0 3/4" FINISHED GYP BD SOFFIT AT 9' -3" A.F.F. 1 STOREFRONT NOTES: 1. SIGN SHALL BE UL APPROVED AND CARRY UL SEAL. 2. SIGN ELECTRICAL CONNECTIONS SHALL CONFORM TO APPLICABLE CODE REQUIREMENTS. 3. ANY DAMAGE TO LANDLORD PROPERTY IS THE VENDOR /G.C. RESPONSIBILITY TO REPAIR, AT VENDOR /G.C. EXPENSE. 4. G.C. TO SEND FIELD DIMENSIONS TO STOREFRONT VENDOR (METAL FRONTS) (727- 556 -2722) FOR FABRICATION AS SOON AS POSSIBLE AND COORDINATE DELIVERY OF STOREFRONT ITEMS. 5. SIGN MUST BE ON A 7 —DAY , 24 —HOUR TIME CLOCK. ILLUMINATED SIGNS MUST REMAIN LIT DURING MALL BUSINESS HOURS. 6. LANLORD STRUCTURE IS FOR LATERAL SUPPORT ONLY. STRUCTURAL REINFORCING DETAILS MUST BE PROVIDED FOR EQUIPMENT SUPPORT OR SUSPENSION, SERVICE PLATFORMS, DECK PENETRATIONS, ETC. 7. ALL WALL CONSTRUCTION SHALL BE SUPPORTED BY TOP CHORD OF STRUCTURAL JOISTS. TENANT IS NOT PERMITTED TO ATTACH OR SUSPEND ANY COMPONENTS/ EQUIPMENT TO THE BOTTOM CHORD OF JOISTS OR TO THE ROOF DECK. 8. IF NOT ALREADY EXISTING, G.C. MUST PROVIDE A RATED PARTITION ABOVE THE STOREFRONT TO SEPARATE THE COMMON AREA CEILING SPACE FROM THE TENANT'S SPACE. 9. ALL GRAPHICS & SIGNAGE SHALL BE REVIEWED UNDER SEPARATE SUBMITTAL. FINISHED GYP BD SOFFIT AT 7' -6" A.F.F. REVIEWED FOR COD COMPLIANCE ROVED JUL 1 9 2011 BUILDING � f Tukwila G DIVISION Jeljr 3' -11" OF GLAZING GAP 1 1/2,11/ Q OF GLAZING GAP 3' -11" 1/2,t; OF GLAZING GAP 3' -11" Jr 1' -1" jie OF GLAZING GAP STOREFRONT PLAN SCALE: 1/2"=1'-0" RECEIVED JUN 28 2011 PERMIT CENTEF STORE NO. 8/06 COPYRIGHT NOTICE: THESE DRAWINGS AND SPECIFICATIONS ARE COPYRIGHTED AND SUBJECT TO COPYRIGHT PROTECTION AS AN 'ARCHITECTURAL WORK° UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.C. AS AMENDED DECEMBER 1990. THE PROTECTION INCLUDES, WITHOUT LIMITATION, THE OVERALL FORM, ARRANGEMENT AND COMPOSITION OF SPACES, AND ELEMENTS OF THE DESIGN. UNDER SUCH PROTECTION, UNAUTHORIZED USE OF THESE DRAWINGS AND SPECIFICATIONS MAY RESULT IN CESSATION OF CONSTRUCTION, BUILDING SEIZURE, AND /OR MONETARY LIABIIJTY. LLJ U r) SOU TH CE \TER N /_ ( J LL_ uJ U 0 (f) C7 00 N 0 CD 12 I 0 (f) 0 s w RS CONSULTANTS Project Management * Design 17211 Eagle Hollow San Antonio, TX 78248 REGISTERED ARCHITECT JIMMY STATE S NGTON DATE: 5/20/2011 SHEET: SCALE: As Noted DRAWN BY: PROJECT No.: A4 FLAT METAL PANEL; FLAT METAL PANEL; POWDERCOAT TO MATCH POWDERCOAT TO MATCH ( PT -1 (PR) 21-4 1/4" 6' -O" 2' -4 1/4" OPAQUE ACRYLIC l PT -1 , METAL PANEL METAL PANEL METAL PANEL PANELS (TYP.) co In .- a Ui \ L r W I 1" METAL FINISH ca 10 r " FLAT METAL PANEL; POWDERCOAT TO MATCH „I w 6 PT -1 I \ _ o w o w o cn R IN r ♦ _ = Ij 0 w '— LI o N \ -21- t WHITE SPANDREL GLASS r 1» METAL FINISH (TYP.)( l MT -1 / (TYP.)' MT -1 WHITE SPANDREL --2/ GLASS INE OF 1" METAL BEYOND I EEC) \ —� \ WHITE SPANDREL RAISED SINTRA 'ICING' LETTERS AFFIXED TO GLASS EQ ,d- cn al a N I-- I- 4 oFINISH W ` MT -1 LOGO GAP IN SPANDREL GLASS AS REQUIRED; PAINT SUBSTRATE WHITE AT GAPS (TYP.) BRAKE METAL FINISH CY M CN 1 �' WHITE SPANDREL GLASS WHITE SPANDREL GLASS �i- 5/8" GYP. BD. BACKING COMMERCIAL GRADE ADHESIVE TAPE SELF SPANDREL GLASS \ #10 - TAPPING METAL SCREWS AT 12" 0/C (TYP.) SILICONE CAULK (WHITE) FLUSH TO METAL SURFACE ■� BRAKE METAL FINISH _ i — FLAT METAL PANEL; POWDERCOAT TO MATH _ r N i _ Q W M PT -1 co I r \ O _1 r \ �\ co �\ � \ \ 2' -10 3/4" TA METAL 3' -4 3/4" OF 3' -4 3/4" )ETAL 2' -10 3/4" 5' -4 3/4" 5' -3 3/4" 1' -0 1/2" OPAQUE ACRYLIC PANELS (TYP.) /ETAL 1' -0 1/2" METAL PANEL {���/�� F(}P CODE C®MP 0 STOREFRONT ELEVATION SCALE: 1 O" BRAKE METAL SEAM DETAIL JUL SCALE: 1-1/2"=1'-0" 1 9 2011 BUILDING f TUkW!Ia DIVISION 2' -4" -LINE OF FIXTURE 2' -6" FINISH DIM. BP. ONM Y MTL LS BD FRAMING 1/2'2.1 1/2 / BOARD EXTENDS BEHIND METAL METAL ATTACHED 1' -11 1/4" _ 1 (TYP.) \,4 W/ SILICONE ADHES ADHESIVE I I = METAL STUD FRAMING v, & BLOCKING AS z REQUIRED F-1-6 rLINE OF FINISHED D App 1 10'-8 1/4" 1/2 . i SOFFIT ABOVE 3" 'J BLOCKING AS REQUIRED LINE OF FIXTURE ROUGH OPENING MTL FINISH DIM. - f l I II II 1 II I TYP. DETAIL @ REAR FEATURE I I �I I 4 SCALE: 1-1/2"=1'- 0" 6 A4A LI OF BOX BEAM I I GYP: -BB. SOFFIT © 9' -0" A.F.F. / 16 GA. MIN. BRAKE METAL WRAP ON G.W.B. BACKER LIGHT GAUGE METAL / BOARD • FRAMING INSIDE G.W.B. AB VE (TYP.) MT -1 C �_ jd If I 2 1 /2" x 2 1 /2" ROLLING GRILLE STEEL SUPPORT TUBE 1/2" 1/2" � x1/2 1+7E1 TAL NSERT ON 5/8" I ` �I ' 16 /� " ►�, 1 ` METAL BACKING 11M ' (2) 3 -5/8" X GA BRG STUDS; EMBED IN 1 DEMISING WALL 1' -6 3 4" LINE OF SOFFIT ABOVE (TYP.) � � _ %' J% 3' -1 1/4" GYP. BD. SOFFIT ®11' -7 3 4" A.F.F. / J — — _I / SOFFIT X 16 GA r `�' r 3/4 BACKING AT PORTAL; CLAD 3/4" IN BRAKE METAL GRILLE GUIDE TYPICAL EACH SIDE r LINE OF SIGN BOX ABOVE F--Nc- I Ir co \ I— v.) CD CD — — — — — — — GYP. BD. SOFFIT ®12' -1" A.F.F. BEAM ABOVE (2) 3 -5/8" BRG STUDS; EMBED IN DEMISING WALL (TYP. BOTH SIDES) ADJUSTABLE INVERTED SADDLE AT BOTTOM W/ 3/8" FASTENERS (TYP.) RECEIVED JUN 28 2011 PERMIT CENTER N., y19 r je 1' -1" 2' -1O 3/4" 4" 4 2' -10 3/4" 1' -1" je 6' -9 1/2" V.I.F. q. OF GLAZING GAP ,le QOF GLAZING GAP A4A STOREFRONT PLA\ TYP. DETAIL @ ENTRY PORTAL r TYP. DETAIL @ GRILLE GUIDE 411111 SCALE: 1-1/2"=1'- 0" V 2 SCALE: 1 /2 " =1' -0" SCALE: 1-1/2"=1'-0" STORE NO. 8/06 COPYRIGHT NOTICE: THESE DRAWINGS AND SPECIFICATIONS ARE COPYRIGHTED AND SUBJECT TO COPYRIGHT PROTECTION AS AN "ARCHITECTURAL WORK" UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.C. AS AMENDED DECEMBER 1990. THE PROTECTION INCLUDES, WITHOUT IJMITATION, THE OVERALL FORM, ARRANGEMENT AND COMPOSITION OF SPACES, AND ELEMENTS OF THE DESIGN. UNDER SUCH PROTECTION, UNAUTHORIZED USE OF THESE DRAWINGS AND SPECIFICATIONS MAY RESULT IN CESSATION OF CONSTRUCTION, BUILDING SEIZURE, AND /OR MONETARY LIABILITY. \G CE \TER <CI D EL 0 0 O 0 w cc RS! CONSULTANTS Project Management * Design 17211 Eagle Hollow San Antonio, TX 78248 DATE: 9869 JIMMY STATE REGISTERED ARCFIITECT ft 5/20/2011 SHEET: SCALE: As Noted DRAWN BY: PROJECT No.: A4A 15' -6" T.O. STOREFRONT 3 5/8" X 18GA. DIAGONAL BRACING TO STRUCTURE AT 48" O.C. SEE 7/A4.1 (2) 6 "x16GA MTL STUD BOX BEAM 12' -1" SOFFIT LIGHT COVE STOREFRONT SECTIO\ SCALE: 3/4 " =1' -0" BRACE TO STRUCTURE WITH 3 5/8" X 18 GA. STUD AT EACH COLUMN IF POSSIBLE TRACK (TOP AND BOTTOM) 1/8/ 1/2 — 8<TYP. C -JOIST HEADER — SEE PLAN AND SECTIONS ON THIS DRAWING FOR SIZES JAMB ASSEMBLY (SEE PLAN DETAIL FOR SIZE AND STRUCTURAL STUD ORIENTATION) NOTE: FASTEN BUILT —UP MEMBERS TOGETHER AT 12" 0.C. MAX. BEARING HEADER SCALE: N.T.S. 15' -6" T.O. STOREFRONT 3 5/8" X 18GA. DIAGONAL BRACING TO STRUCTURE AT 48" 0.C. SEE 7/A4.1 (2) 6 "x16GA MTL STUD BOX BEAM 9' -0" LIGHT COVE 8 A4.2 / / / 3 5/8" X 18GA. DIAGONAL BRACING TO STRUCTURE AT 48" 0.C. SEE 7/A4.1 9' -3 "s I.C.T. CEILING 15' -6" T.O. STOREFRONT 3 A4.2 12' -1" SOFFIT LINE OF SINTRA SIGN LETTERS ATTACHED TO SPANDREL GLASS PANEL (WHERE OCCURS) 8 A4.2 15' -6" T.O. STOREFRONT 3 5/8" X 18GA. DIAGONAL BRACING TO STRUCTURE AT 48" 0.C. SEE 7/A4.1 (2) 6 "x16GA MTL STUD BOX BEAM REVIEWED FOR CODE COMPLIANCE APPROVED JUL 19 2011 City of Tukwila BUILDING DIVISION 12' -1" SOFFIT 9' -0" LIGHT COVE 6 A4.2 u E?) STOREFRONT SECTION SCALE: 3/4 " =1' -0" CU STOREFRONT SECTION SCALE: 3/4 " =1' -0" C 4) STOREFRONT SECTION SCALE: 3/4 " =1' -0" BRACE TO STRUCTURE WITH 3 5/8" X 18 GA. STUD AT EACH ANGLE ATTACH METAL 3 "x3" ANGLE TO 2 1/2" X 2 1/2" TUBE STEEL W/ METAL FASTENERS TRACK (TOP AND BOTTOM) / 1/8/ \ 1/2 — 8(TYP. C —JOIST HEADER SEE PLAN AND SECTIONS ON THIS DRAWING FOR SIZES NOTE : FASTEN BUILT —UP MEMBERS TOGETHER AT 12" 0.C. MAX. 2 1/2" X 2 1/2" TUBE STEEL GRILLE SUPPORT (VERIFY NUMBER OF TUBES WITH 3/A3 STOREFRONT PLAN DETAIL) STEEL JOIST (4) #10 TEKS 16 GA TRACK EACH SIDE OF JOIST (2) #10 TEKS OR (2) .145" DIA. P.A.F. — TYP. TOP & BTM. RECEIVED JUN 28 2011 RERMITCENTER C6� BEARING HEADER SCALE: N.T.S. STUD BRACE ATTACHMENT TO STRUC. SCALE: N.T.S. STORE NO. 8/06 COPYRIGHT NOTICE: THESE DRAWINGS AND SPECIFICATIONS ARE COPYRIGHTED AND SUBJECT TO COPYRIGHT PROTECTION AS AN "ARCHITECTURAL WORK" UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.C. AS AMENDED DECEMBER 1990. THE PROTECTION INCLUDES, WITHOUT LIMITATION, THE OVERALL FORM, ARRANGEMENT AND COMPOSITION OF SPACES, AND ELEMENTS OF THE DESIGN. UNDER SUCH PROTECTION, UNAUTHORIZED USE OF THESE DRAWINGS AND SPECIFICATIONS MAY RESULT IN CESSATION OF CONSTRUCTION, BUILDING SEIZURE, AND /OR MONETARY LIABILITY. III 0 0 () II W U 1— 0 U) n W (f) W N N) W U 0 W W ID 0 O C7 00 C\ 00 00 00 C) ID C) Q 1 L� I 1 CY 0 CID 0, Z 0 cern w RSA` CONSULTANTS Project Management * Design 17211 Eagle Hollow San Antonio, TX 78248 9869 REGISTERED ARCHITECT DATE: 5/20/2011 SHEET: SCALE: As Noted DRAWN BY: PROJECT No.: A4.1 / 3 5/8" X 18GA. DIAGONAL BRACING TO STRUCTURE AT 48" O.C. SEE 7/A4.1 (2) 6 "x16GA MTL STUD BOX BEAM 9' -0" LIGHT COVE / // j • / / /' /// ' / / 15-6" T.O. STOREFRONT LEAVE SPACE IN BACKING TO RETURN BRAKE METAL FINISH (TYP.) FACE OF ENTRY PORTAL CLAD IN WHITE BRAKE METAL 11' -7 3/4" clik ENTRY SOFFIT SOFFIT W/ BACKING ON MTL STUD FRAMING CLAD IN BRAKE METAL, RETURN AT EDGES 2" BRAKE METAL INSET AT FRONT OF SOFFIT, RETURNS ABOVE GRILLE GUIDE CLAD IN POWDERCOATED WHITE BRAKE METAL STOREFRO \T SECTION SCALE: 3/4 " =1' -0" / / 3 5/8" X 18t DIAGONAL BR. STRUCTURE A SEE 7/A4.1 9' -3" *,.C.T. CEILING // / / / /// / // / A. CING TO T 48" 0.C. / // / /%. / // / / / / / / / / / / // REVIEWED FOR CODE COMPLIANCE APPROVED JUL 19 2011 City of Tukwila BUILDING DIVISION (5) STOREFRONT SECTION SCALE: 3/4 " =1' -0" STOREFRONT SECTION SCALE: 3/4 " =1' -0" RECEIVED JUN 28 2011 PERMIT CENTER STORE NO. 8/06 COPYRIGHT NOTICE: THESE DRAWINGS AND SPECIFICATIONS ARE COPYRIGHTED AND SUBJECT TO COPYRIGHT PROTECTION AS AN "ARCHITECTURAL WORK" UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.C. AS AMENDED DECEMBER 1990. THE PROTECTION INCLUDES, WITHOUT LIMITATION, THE OVERALL FORM, ARRANGEMENT AND COMPOSITION OF SPACES, AND ELEMENTS OF THE DESIGN. UNDER SUCH PROTECTION, UNAUTHORIZED USE OF THESE DRAWINGS AND SPECIFICATIONS MAY RESULT IN CESSATION OF CONSTRUCTION, BUILDING SEIZURE, AND /OR MONETARY LIABILITY. C\ N) (1) n (1) 0 W 0 RS CONSULTANTS Project Management * Design 17211 Eagle Hollow San Antonio, TX 78248 9869 JIMM STATE REGISTERED ARCHITECT TON yip DATE: 5/20/2011 SHEET: SCALE: DRAWN BY: PROJECT No.: As Noted STORE NO. 8/O 6 COPYRIGHT NOTICE: THESE DRAWINGS AND SPECIFICATIONS ARE COPYRIGHTED AND SUBJECT TO COPYRIGHT PROTECTION AS AN °ARCHITECTURAL WORK" UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.C. AS AMENDED DECEMBER 1990. THE PROTECTION INCLUDES, WITHOUT LIMITATION, THE OVERALL FORM, ARRANGEMENT AND COMPOSITION OF SPACES, AND ELEMENTS OF THE DESIGN. UNDER SUCH PROTECTION, UNAUTHORIZED USE OF THESE DRAWINGS AND SPECIFICATIONS MAY RESULT IN CESSATION OF CONSTRUCTION, BUILDING SEIZURE, AND /OR MONETARY LIABILITY. U U 0_ 0- (r) 0 I I Cr) J <C W 0 00 U W o0 1I— I-- / oO W 0 U pf) Cfp� n � C F RST FLOOR cn 0 DI W o: RS CONSULTANTS Project Management * Design 17211 Eagle Hollow San Antonio, TX 78248 9869 REGISTERED ARCHITECT DATE: SCALE: DRAWN BY: 5/20/2011 SHEET: A42 As Noted c PROJECT No.: - 1" METAL STOREFRONT - E /i // // / /, /; / i >, / =_ j / / i /. ' ' / / //. / PLYWOOD BACKING LINE OF WHITE SPANDREL / ' ' / ' / ,/ / / / METAL STOREFRONT FINISH / / / / METAL STOREFRONT FINISH —•` ;---- , FINISH AT BOTH SIDES OF GLAZING; MECHANICALLY FASTEN W/ Ji i' % i GLASS FASTENED TO PLYWOOD BACKING W/ SILICONE ADHESIVE (TYP.) 1" METAL STOREFRONT COUNTERSUNK SCREW FROM SALES AREA SIDE AT GLASS GAPS (TYP) - - - % / 7 / i : 1/2" TEMPERED GLAZING _ , /" FINISH MECHANICALLY FASTEN W/ COUNTERSUNK SCREW �— I (TYP) LINE OF WHITE SPANDREL PLYWOOD BACKING PLYWOOD BACKING GLASS FASTENED TO PLYWOOD BACKING W/ SILICONE ADHESIVE (TYP.) STOREFRONT DETAIL STOREFRONT DETAIL FLAT METAL PANEL SCALE: 6 " =1' -O" SCALE: 6 " =1' -O" FLAT METAL PANEL REVIEWED FOR CODE COMPLIANCE APPROVED JUL 1 9 2011 City of Tukwila BUILDING DIVISION "x3/8" - � / / / // / / / j' //. ,j. /. // // '/ // /i, / / / /% ' / / // // / /, ; / %; // // i i / / /, j LINE OF WHITE SPANDREL ';, i METAL STOREFRONT FINISH METAL STOREFRONT FINISH i GRID OF 1/8 METAL ATTACHED TO BOTH SIDES OF GLAZING W/ ADHESIVE 1/2" TEMPERED GLAZING CORNER BEAD METAL STOREFRONT GLASS FASTENED TO PLYWOOD BACKING W/ SILICONE ADHESIVE (TYP.) METAL STOREFRONT / / / / i/ / i / / 1" METAL STOREFRONT FINISH \ 1" METAL STOREFRONT FINISH LAMINATE PANEL " FINISH AT BOTH SIDES OF GLAZING; MECHANICALLY FINISH; MECHANICALLY FASTEN W/ COUNTERSUNK SCREW (TYP) 11/i FILMED LAMINATE PANEL FASTEN W/ COUNTERSUNK SCREW FROM SALES AREA SIDE AT GLASS GAPS (TYP) 1 "x1" GLAZING CHANNEL I I - A 1/8" ACRYLIC PANEL 7 1/2" PLYWOOD BACKING r 111116o 1' -4 1/2" 1/8" ACRYLIC PANEL - �- /` 4111 qI Ilb ALIGN SUBSTRATE WITH FACE OF GLAZING CHANNEL ALIGN SUBSTRATE WITH FACE OF GLAZING CHANNEL BLOCKING AS REQUIRED FOR GLAZING CHANNEL AND LAMINATE SUBSTRATE BLOCKING AS REQUIRED FOR GLAZING CHANNEL AND LAMINATE SUBSTRATE STOREFRONT DETAIL STOREFRONT DETAIL SCALE: 6"=1'--0" SCALE: 6"=1'-0" ED 5/8" GYP BD ON MTL STUD FRAMING / /, / /� / / 7 // / /// / // i i / / / , ; , / j / / ; /i / 5/8" GYP BD ON MTL STUD FRAMING / BLOCKING AS REQUIRED 1/8" ACRYLIC PANEL 1/8" ACRYLIC PANEL 1 LAMINATE LAMINATE RECEIVED JUN 28 2011 PERMIT CENTER / 2 ;!� , ' BLOCKING AS REQUIRED 1 "x2" GLAZING CHANNEL 1 " METAL STOREFRONT 1" METAL STOREFRONT LINE OF METAL FINISH BEYOND _______\_ 1 METAL STOREFRONT ' / METAL STOREFRONT / / FINISH FINISH I FINISH MECHANICALLY FASTEN W/ COUNTERSUNK SCREW (TYP) I FINISH AT BOTH SIDES OF GLAZING; MECHANICALLY FASTEN W/ COUNTERSUNK SCREW _ RETURN BRAKE METAL FINISH AS REQUIRED AT U/S OF 1" STOREFRONT MEMBER (TYP.) i ' . j j / RETURN BRAKE METAL FINISH AS REQUIRED AT U/S OF 1" STOREFRONT MEMBER TYP. (TYP.) - J T _ FROM SALES AREA SIDE AT GLASS GAPS (TYP) _ / / BRAKE METAL BASE ON BACKING AS REQUIRED .� ;'" ,/ , , BRAKE METAL BASE ON BACKING AS REQUIRED / //, i / 5/8" GYP BD SOFFIT ON MTL STUD FRAMING LINE OF WHITE SPANDREL 5/8" GYP BD SOFFIT ON MTL STUD FRAMING / 1 /2" TEMPERED GLAZING GLASS FASTENED TO PLYWOOD BACKING W/ SILICONE ADHESIVE (TYP.) PLYWOOD BACKING SILL ANCHOR t SILL ANCHOR STOREFRONT DETAIL STOREFRONT DETAIL @ SILL / STOREFRONT DETAIL @ SIDELIGHT STOREFRONT DETAIL SCALE: 6 " =1' -0" I SCALE: 6 " =1' -0" 4 SCALE: 6 " =1' -0" SCALE: 6 " =1' -0" E-) STORE NO. 8/O 6 COPYRIGHT NOTICE: THESE DRAWINGS AND SPECIFICATIONS ARE COPYRIGHTED AND SUBJECT TO COPYRIGHT PROTECTION AS AN °ARCHITECTURAL WORK" UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.C. AS AMENDED DECEMBER 1990. THE PROTECTION INCLUDES, WITHOUT LIMITATION, THE OVERALL FORM, ARRANGEMENT AND COMPOSITION OF SPACES, AND ELEMENTS OF THE DESIGN. UNDER SUCH PROTECTION, UNAUTHORIZED USE OF THESE DRAWINGS AND SPECIFICATIONS MAY RESULT IN CESSATION OF CONSTRUCTION, BUILDING SEIZURE, AND /OR MONETARY LIABILITY. U U 0_ 0- (r) 0 I I Cr) J <C W 0 00 U W o0 1I— I-- / oO W 0 U pf) Cfp� n � C F RST FLOOR cn 0 DI W o: RS CONSULTANTS Project Management * Design 17211 Eagle Hollow San Antonio, TX 78248 9869 REGISTERED ARCHITECT DATE: SCALE: DRAWN BY: 5/20/2011 SHEET: A42 As Noted c PROJECT No.: C - 1" METAL STOREFRONT // // // / / ' / / �, / _ / � /' j / / PLYWOOD BACKING LINE OF WHITE SPANDREL , UNDERSIDE OF MALL CEILING; PROTECT & REPAIR AS REQUIRED (TYP) METAL STOREFRONT FINISH FINISH AT BOTH SIDES OF GLAZING; MECHANICALLY FASTEN W/ GLASS FASTENED TO PLYWOOD BACKING W/ SILICONE ADHESIVE (TYP.) 1" METAL STOREFRONT SCREW FROM SALES AREA SIDE AT GLASS GAPS (TYP) , - \ 7__ PLYWOOD BACKING 1" METAL STOREFRONT FINISH MECHANICALLY FINISH MECHANICALLY FASTEN W/ 7 ' COUNTERSUNK SCREW FASTEN W/ CREW COUNTERSUNK SCREW (TYP) LINE OF WHITE SPANDREL (TYP) LINE OF WHITE SPANDREL GLASS FASTENED TO PLYWOOD BACKING W/ SILICONE ADHESIVE (TYP.) 1/2" TEMPERED GLAZING \ / GLASS FASTENED TO PLYWOOD BACKING W/ SILICONE SILICONE ADHESIVE (TYP.) y ' / / / / ' / 1" METAL STOREFRONT FINISH \ LAMINATE PANEL \ STOREFRONT DETAIL STOREFRONT DETAIL 1/2" PLYWOOD BACKING SCALE: 6"=1 -0 8 SCALE: 6 " =1' -0" 1/8" ACRYLIC PANEL - "x3/8" REVIEWED FOR CODE COMPLIANCE APPROVED JUL 1 9 2011 pity of Tukwila ISION ��ll� ®ING IJIV _ _ L � i / // / / `: / / // /� %" /, ' i" // / // / / / - - j / / ' / // / / i LINE OF WHITE SPANDREL i STOREFRONT DETAIL STOREFRONT DETAIL C, SCALE: 6 " =1' -0" SCALE: 6 " =1' -0" ' LINE OF WHITE SPANDREL / . '" PLYWOOD OR BLOCKING AS REQUIRED GLASS FASTENED TO PLYWOOD BACKING W/ SILICONE ADHESIVE (TYP.) BACKING 11 ll IIII u J GRID OF 1/8 BOTHLS DES OF GLAZING W/ ADHESIVE GLAZING PLYWOOD 1" METAL STOREFRONT ' LAMINATE PANEL FINISH MECHANICALLY 1/2" PLYWOOD BACKING - - - . FASTEN W/ COUNTERSUNK SCREW (TYP) METAL STOREFRONT IIII ll i " 1/8" ACRYLIC PANEL CORNER BEAD 1/2" TEMPERED METAL STOREFRONT GLASS FASTENED TO PLYWOOD BACKING W/ SILICONE ADHESIVE (TYP.) METAL STOREFRONT PANEL ON PLYWOOD BACKING AS REQUIRED 1\ 1"x2" GLAZING CHANNEL 1" METAL STOREFRONT FINISH AT BOTH SIDES OF GLAZING; MECHANICALLY FINISH; MECHANICALLY FASTEN W/ COUNTERSUNK SCREW (TYP) jj I II jj II I FINISH MECHANICALLY FASTEN W/ COUNTERSUNK SCREW (TYP) _ _ FASTEN W/ COUNTERSUNK SCREW FROM SALES AREA SIDE AT GLASS GAPS (TYP) 1" GLAZING CHANNEL - - I E ti r 11111111" — x1" ALIGN SUBSTRATE WITH FACE OF GLAZING CHANNEL ALIGN SUBSTRATE WITH FACE OF GLAZING CHANNEL f5 3/4" BLOCKING AS REQUIRED FOR GLAZING CHANNEL AND LAMINATE SUBSTRATE BLOCKING AS REQUIRED FOR GLAZING CHANNEL AND LAMINATE SUBSTRATE STOREFRONT DETAIL 5 STOREFRONT DETAIL SCALE: 6"=1 -0 0 2 SCALE: 6"=1'--0" 5/8" GYP BD ON MTL STUD FRAMING /" / 7 / // / / /, /;' / / /% //' / / /� / . / /, // ,j / 5/8" GYP BD ON MTL STUD FRAMING ' / / / � AS REQUIRED 1/8" ACRYLIC PANEL 1/8" ACRYLIC PANEL —' LAMINATE —� LAMINATE JUN 28 2011 II J/ BLOCKING AS REQUIRED 1 "x2" GLAZING CHANNEL BLOCKING 1" METAL STOREFRONT BLOCKING AS REQUIRED 11 1, , - -�� FINISH MECHANICALLY FASTEN W/ COUNTERSUNK SCREW � �- LINE OF METAL FINISH BEYOND PERMITCENTER �., �.. �� / �'' o PORTAL BACKING CLAD IN POWDERCOATED BRAKE METAL 7 z (TYP) LINE OF WHITE SPANDREL / / fff METAL STOREFRONT ' / METAL STOREFRONT ; /' FINISH FINISH __ SIGN BOX 1 IJ J / RETURN BRAKE METAL _ FINISH AS REQUIRED AT /f /, N RETURN BRAKE METAL FINISH AS REQUIRED AT U/S OF 1" STOREFRONT MEMBER (TYP.) N U/S OF 1" STOREFRONT MEMBER (TYP.) GLASS FASTENED TO �;' PLYWOOD BACKING W/ SILICONE ADHESIVE (TYP.) � �. / / BRAKE METAL BASE ON BACKING AS REQUIRED t / ' / / r BRAKE METAL BASE ON BACKING AS REQUIRED " PLYWOOD BACKING 11 / 'r METAL STOREFRONT / �- ' / PANEL ON PLYWOOD // , BACKING AS REQUIRED �-- —/ ' 5/8" GYP BD SOFFIT ON MTL STUD FRAMING SILL ANCHOR SILL ANCHOR STOREFRONT DETAIL r STOREFRONT DETAIL STOREFRONT DETAIL @ SILL STOREFRONT DETAIL @ SIDELIGHT 6 6 SCALE: 6 " =1' -0" SCALE: 6 " =1' -0" \ 3 SCALE: 6 " =1' -0" U� SCALE: 6 " =1' -0" STORE NO. 8/06 COPYRIGHT NOTICE: THESE DRAWINGS AND SPECIFICATIONS ARE COPYRIGHTED AND SUBJECT TO COPYRIGHT PROTECTION AS AN °ARCHITECTURAL WORK" UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.C. AS AMENDED DECEMBER 1990. THE PROTECTION INCLUDES, WITHOUT LIMITATION, THE OVERALL FORM, ARRANGEMENT AND COMPOSITION OF SPACES, AND ELEMENTS OF THE DESIGN. UNDER SUCH PROTECTION, UNAUTHORIZED USE OF THESE DRAWINGS AND SPECIFICATIONS MAY RESULT IN CESSATION OF CONSTRUCTION, BUILDING SEIZURE, AND /OR MONETARY LIABILITY. SHOPP \G CE \TER SPACE 432 H- > Q U � 0 i I H- OO w c) H cy O= CD Q � I— � 0 0 W - O Q C-) N O CID 0 w oc RSY CONSULTANTS Project Management * Design 17211 Eagle Hollow San Antonio, TX 78248 9869 REGISTERED ARCHITECT JIMMY L STATE 0 1/ DATE: 5/20/2011 SHEET: SCALE: DRAWN BY: As Noted /\ PROJECT No.: [41 (SW -4) 0 SHELVING ON BRACKETS, TYP: PT -1 FACE & RETURNS GC TO PAINT 6" BAND FROM UNDERSIDE OF CEILING BEHIND ALL WALL SYSTEMS/ REVEALS ( PT -1 SHELVING ON BRACKETS, TYP. FIXTURE ARCH (SW -1) ETAGERE SCREWED TO WALL TYP. FIXTURE ARCH (SW -2) ll ETAGERE SCREWED TO WALL, TYP. sw -1� (PT -1) REVEAL TO WALL GC TO PAINT 6" BAND FROM UNDERSIDE OF CEILING BEHIND ALL WALL SYSTEMS / REVEALS PT -1 we -1 }-- FACE & RETURNS PT -1 ■ 1 RECESSED EAR PIERCING FIXTURE i = Li CD CC ETAGERE SCREWED TO WALL, TYP. ETAGERE SCREWED TO WALL, TYP. B -3 EARRING TREES ON BUNKERS. BUNKERS SCREWED TO WALL, TYP. FOR 5 WC -1 CD J_ W 0 WALL COVERING FINISH; REFER TO 3/A5 PENDANT LIGHTS; REFER TO RCP LINE OF SOFFIT IN FRONT OF COVE WC -1) PT -3 AT GYP BD FINISH PT -1 PT -1 MTL CAP PT -3 4" BASE TRIM METAL CAP -" PT -3 4" BASE TRIM 0 NTERIOR ELEVATION SCALE: 1/4"=1'-0" GC TO PAINT 6" BAND FROM UNDERSIDE OF CEILING BEHIND ALL WALL SYSTEMS/ REVEALS SHELVING ON BRACKETS, TYP. 18" HT. GYP BD SOFFIT REAR ELEVATION SCALE: 1/4"=1'— 0" PT -1 DOOR & fl AU1 2" START OF TILE LAYOUT 2" ENEEVAIMEEMEM MINENININIMENWAIN MEMENIMMEMEME MENKINIENEEIREE SIEMISINEENEMEN EINEMENIZEMErAtlE MENEMEMEMEMEN MENIESINIBIEEMENIG EVA EIRRIENNERVIEMEN 1 "X2" TRIM AT ALL SIDES OF WALL PANELS PT -3 LINE OF BUNKER FIXTURES INTERIOR ELEVAT ON SCALE: 1/4"=1'— 0" PT -1 OD INTERIOR ELEVATION SCALE: 1/4"=V-0" 0 0 0 _ ( PT -4 )— ETAGERE SCREWED TO WALL, TYP. ( PT -5 PT -5 J OPEN TO ALL / X ENTRY PORTAL MT -2 PT- ( PT -5 J L ENTRY PORTAL MT -2 GC TO PAINT 6" BAND FROM UNDERSIDE OF CEILING BEHIND ALL WALL SYSTEMS/ REVEALS (PT -1) SUNGLASS FIXTURE MIRROR? 0 MIRROR FINISH APPLIED TO WALL W/ METAL TO MATCH STOREFRONT PT-4 ) (PT -4) ( PT -5 }- PT -5 ) T-5 J ( PT -5 EEO B-3 VIEWED FO R COD APPROE JUL 1 9 2011 BUILDING Tukwila DIVISION MIRROR BY G.C. PIECE AS REQ'D TO MAKE SEAMS BEHIND METAL TRIM. METAL TRIM ALIGNS WITH THE STOREFRONT METAL METAL TUBE FRAMING AT STOREFRONT (TYP.) INTERIOR ELEVATION SCALE: 1/4"=1'-0" ® INTERIOR ELEVAT ON SCALE: 1/4"---V-0" INTERIOR ELEVATION SCALE: 1 /4 " =1' -0" WALL — MOUNTED LIGHT FIXTURE / SEE PLAN LAV. & MIRROR 1' -3„ 0 Co (0 24" x 36" FRAMED MIRROR B -2 WALL MOUNTED WATER HEATER WRAP HOT WATER AND DRAIN PIPE WITH INSULATION 4' -O" WAINSCOAT THE OPERATING PART OF ALL ACCESSORIES SHALL BE INSTALLED AT 40" MAX. TO THE . OF THE OPERATING PART FROM ,THE FINISHED FLOOR. CBC 1115B.8.3 PT -6 PT -6 DOOR & FRAME B -2 TOILET ROOV J SEE PLAN m 30" 4' -O" WAINSCOAT \ \ PAPER TOWEL ROLL DISPENSER 39" MAX. 36" MAX. „ 0) O B -2 WATERPROOF MEMBRANE UNDER FLOOR. 18" GRAB —BAR 48" GRAB —BAR TOILET PAPER HOLDER c_ FINISH FLOOR SEE PLAN c.6 0 NEW 36" GRAB —BAR 4' -O" WAINSCOAT \ T T. PAPER HOLDER 1C 1' -6" OF W.C. WATERPROOF MEMBRANE UNDER FLOOR. BLOCKING BY G.C. BETWEEN STUDS WITHIN WALL FOR SHELVING STANDARDS SUPPORT, SEE FIXTURE NOTE 7 ON DWG. F1 0 co B -2 FINISH FLOOR TOILET ROOM ACCESSORIES ITEM MANUFACTURER COMMENTS ROLLED PAPER TOWEL HOLDER RUBBERMAID #2364 OR EQUAL (FURNISHED & INSTALLED BY T.G.C.) TOILET TISSUE HOLDER BOBRICK #8 -685 BOTTOM 0 19" A.F.F. (FURNISHED & INSTALLED BY T.G.C.) COAT HOOK & BUMPER BOBRICK #B-212 BOTTOM 4 72" A.F.F. (FURNISHED & INSTALLED BY T.G.C.) MIRROR 18 "x30" BOBRICK -290 BOTTOM 0 40" A.F.F. (FURNISHED & INSTALLED BY T.G.C.) GRAB BARS TO MEET CODE REQUIREMENTS OR (FURNISHED & INSTALLED BY T.G.C.) BOBRICK B -6106 x 18" BOBRICK -6106 x 36" BOBRICK #B -6106 x 48" UNISEX /HANDICAP TOILET ROOM SIGN MOHAWK #2000 FORMAT D (FURNISHED & INSTALLED BY T.G.C.) SUPPLY SHELVES & STANDARDS (FURNISHED & INSTALLED BY T.G.C.) (3) 12" x 36" x 3/4" F.R.T. PLYWOOD SHELVES WITH SURFACE MOUNTED SLOTTED WALL STANDARDS, SHELF BRACKETS & HOLD CUPS. BOTTOM SHELF 0 4' -8" A.F.F. PAINT PT -1. ELEVATION 8 TOILET ROOM ELEVATION SCALE: 3/8"=1'-0" SCALE: 3/8 " =1' -0" CC TOILET R00 vl ELEVATION SCALE: 3/8 " =1' -0" TOILET ROOM ELEVATION 1 / SCALE: 3/8 " =1' -0" STOCKROOM SHELVING ON WALL STANDARDS; SEE DETAIL 6/A1.1 PT -6 —IFS PANEL (REFER TO ELECTRICAL DWGS FOR DETAILS) B -2 DOOR & FRAME STOCKROOM ELEV SCALE: 1 /4 " =1' -0" STOCKROOV ELEV SCALE: 1/4"=1'— 0" PT-6 STOCKROOM SHELVING ON WALL STANDARDS; SEE DETAIL 6/A1;1 B -2 HANDICAP RESTROOM SIGNAGE, SEE SHEET A.1 B -2 PT -6 PT -6 DOOR & FRAME 8 \1 11 13 J I 3 r L L_7 J 1L_ L__ STOCKROOM ELEV SCALE: 1/4"=1'-0" STOCKROOM ELEV SCALE: 1/4"=V-0" ELEVATION KEY PLAN SCALE: N.T.S. iki9-61 RECEIVED JUN 28 2011 PERMIT CENTER STORE NO. 8/06 COPYRIGHT NOTICE: THESE DRAWINGS AND SPECIFICATIONS ARE COPYRIGHTED AND SUBJECT TO COPYRIGHT PROTECTION AS AN "ARCHITECTURAL WORK" UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.C. AS AMENDED DECEMBER 1990. THE PROTECTION INCLUDES, WITHOUT LIMITATION, THE OVERALL FORM, ARRANGEMENT AND COMPOSITION OF SPACES, AND ELEMENTS OF THE DESIGN. UNDER SUCH PROTECTION, UNAUTHORIZED USE OF THESE DRAWINGS AND SPECIFICATIONS MAY RESULT IN CESSATION OF CONSTRUCTION, BUILDING SEIZURE, AND /OR MONETARY LIABILITY. \G CE \TER 0 n (I ( ) LL bJ U 0 (- ) 2800 SOT - CE\ T-R MALL - SPACE 432 00 CO co c 0 0 rn w ce RS1V CONSULTANTS Project Management * Design 17211 Eagle Hollow San Antonio, TX 78248 REGISTEREI] ARCHITECT DATE: 5/20/2011 SHEET: SCALE: As Noted DRAWN BY: PROJECT No.: A5 STORE NO. 8/06 COPYRIGHT NOTICE: THESE DRAWINGS AND SPECIFICATIONS ARE COPYRIGHTED AND SUBJECT TO COPYRIGHT PROTECTION AS AN "ARCHITECTURAL WORK° UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.C. AS AMENDED DECEMBER 1990. THE PROTECTION INCLUDES, WITHOUT UMITATION, THE OVERALL FORM, ARRANGEMENT AND COMPOSITION OF SPACES, AND ELEMENTS OF THE DESIGN. UNDER SUCH PROTECTION, UNAUTHORIZED USE OF THESE DRAWINGS AND SPECIFICATIONS MAY RESULT IN CESSATION OF CONSTRUCTION, BUILDING SEIZURE, AND /OR MONETARY UABIUTY. LEI LL U CD 0 CY LL LI_I U [0 V / L LLJ VALL - SPACE 432 1 I 1 1 O 0 w RSW CONSULTANTS Project Management * Design 17211 Eagle Hollow San Antonio, TX 78248 REGISTERED ARCHITECT DATE: 5/20/2011 SHEET: SCALE: As Noted DRAWN BY: PROJECT No.: A5 PENDANT LIGHTS; REFER TO LINE OF SOFFIT WALL COVERING FINISH; IN FRONT OF REFER TO 3/A5 COVE Acid 7 "W x header. Cut panel 18 "H back [V N START OF 2" TILE LAYOUT "X2" GC TO PAINT 6' BAND FROM UNDERSIDE OF CEIUNG BEHIND ALL WALL SYSTEMS/ REVEALSr#d.l Need to show pane • cut down to 44" Wi 411 solid trite from GC TO PAINT 6" BAND FROM UNDERSIDE OF CEILING BEHIND t3 of ALL WALL SYSTEMS/ REVEALS Need to show a 110" tr'ImT1 piece to �r1€� PT -1) PT -1 bunker PT -1 WC PT -1 E & ° WC -1 - WC -1 ,-. `�MENNEEEMENSI 'I ENWASI ERWALM NE r �r ��������� /��� 1 TRIM AT ALL OF WALL PANELS FACE & RETURNS REVEAL TO WALL TURNS LICHT COVE 9' -3" _ ( € I 1 FIXTURE ARCH FIXTURE ARCH ' -. f eee I RECESSED EAR PIERCING y057=P 9oQ ,olo79:0U ,,,' (( PT -1 ' l (( PT -1 ' l q PEMENCE M\MEN . PT-3 , PT -1 FIXTURE IIL' Emma= ii��r I 1 _ 17 77 — e e e: G ' (sw -1) (SW - ) I I II II ENEWAS r EMEEMEEEVA PEE . . . . 1 { PT -3 H NEMB__E EMENEEMINNEEN MEMININERME IN VA ENNEINIENN'/JE LINE OF BUNKER FIXTURES 1 • SW-2 1 -[ z _ \ 1 I I AT GYP BD I FINISH i . ' o II • I t . e MEMENSIZMZEZ e _ 1 L 0 0 F 0 0 0 1 0 \I \ o 1 o l e 1 e 1 e _ 0 0 0 1! u 1 II( 1 \ \ 9 \ \ MTL CAP B -3 PT -3 ' METAL CAP PT -3 ) ` PT -1 ' 4" BASE TRIM 4" BASE TRIM DOOR & INTERIOR ELEVATIO\ REAR ELEVATION — 3) INTERIOR ELEVATION SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-0" SCALE: 1/4"=1'- 0" GC GC TO PAINT UNDERSIDE ALL WALL 6" BAND FROM OF CEIUNG BEHIND SYSTEMS/ REVEALS ' 18" HT. GYP BD Need rrOVIiA�r�.�1 lid a section GC TO PAINT UNDERSIDE ALL WALL 8" BAND FROM A i 4.. solid fiber OF CEIUNG BEHIND SYSTEMS REVEALSII� I�I / MIRROR FINISH division.) CI,8IIt �k APPLIED TO WALL W/ METAL TO MATCH STOREFRONT PT -4 PT -4l ( ) ( ) I!i II O TIII €o€, SOFFIT PT-4 J PT -5 PT -4 PT I J PT -1) -1) 1 ® (PT -1) + 4"W trim PT -1 I SUNGLASS FIXTURE MIRROR (PT -1 ALL SIDES , Ti window I f storefront outo met match f elevation ■LP III AS REQ'D TO MAKE PIECE SEAMS BEHIND METAL TRIM. METAL TRIM AUGNS VAIN THE STOREFRONT METAL METAL TUBE AM e , .. .. ... STOREFRONT (TYP) REVIEVVEp FOR A ETAL CAN BE COpE CO MPLIANCE MIRRORED TO FACE �F AFlPR�A`IE® JUL 1 9 2011 \ _ %` / OPEN TO / MALL """`..."....«•-" \ % I— ° p 01 �, I ] 1 I ( SW -5) ( SW -3 (SW -3) (SW -3) e e e e e e v e e e_ eeeee°000aooeve 0 e e m e e � v o o o o:::::::_____ e � o 0 o e e e e v o e :::::::::: PT -5 .. � z w U �PT -5 PT -5 J �- CD "�� � 0, e e e e e e eeee e e e e e e e e e a e - - ° _ e - -m® _ - - _ E E SW -' P 5 ( T- J _ �- o I� III EIGf ' v Czn z I i..� (PT -5 ) (PT -5) PT -5 (PT ENTRY PORTAL MT -2) 1 City of Tukwila BUILDING p� 1. SION B -3 -5) B -3 B -1 ENTRY PORTAL B -1) B -1 ) ( MT -2 ) N TERI OR ELEVATION INTERIOR ELEVATION_ 6� INTERIOR ELEVATION INTERIOR ELEVATION SCALE: 1/4"=1'-0" SCALE: 1 /4 " =1' -0" SCALE: 1 /4 " =1' -0" SCALE: 1/4"=1'-0" WALL - LIGHT c.. MOUNTED FIXTURE SEE PLAN LAV. MIRROR & THE OPERATING ACCESSORIES SHALL AT 40" MAX. TO OPERATING PART FINISHED FLOOR. PART OF ALL BE INSTALLED THE . OF THE FROM THE CBC 1115B.8.3 SEE PLAN SEE PLAN BLOCKING BY G.C. BETWEEN STUDS WITHIN WALL FOR SHELVING STANDARDS SUPPORT, SEE FIXTURE NOTE 7 ON DWG. F1 / ,� -3 "/ /1' TOILET ROOM ACCESSORIES p m PAPER TOWEL ROLL DISPENSER 39" MAX. m "i:0 j -CO ITEM MANUFACTURER COMMENTS 1 11 ROLLED PAPER TOWEL HOLDER RUBBERMAID #2364 OR EQUAL (FURNISHED & INSTALLED BY T.G.C.) o .-00 TOILET TISSUE HOLDER BOBRICK #B-685 BOTTOM 0 19" A.F.F. (FURNISHED & INSTALLED BY T.G.C.) 36" MAX. : C� (0 COAT HOOK & BUMPER BOBRICK #3-212 BOTTOM 0 72" A.F.F. (FURNISHED & INSTALLED BY T.G.C.) ' MIRROR 18 "x30" BOBRICK -290 BOTTOM ®40" A.F.F. (FURNISHED & INSTALLED BY T.G.C.) " 36" FRAMED d 24 x F A MIRROR 7„ GRAB BARS TO MEET CODE REQUIREMENTS OR (FURNISHED & INSTALLED BY T.G.C.) 18' GRAB-BAR d 48" GRAB BAR NEW 36" GRAB -BAR • 30" BOBRICK x 18° / BOBRICK :1:: x 36" � Ov z _ oU z o �� �- 12 BOBRICK- 6106x48° (Ij / Q UNISEX /HANDICAP TOILET ROOM SIGN MOHAWK #200a FORMAT D (FURNISHED & INSTALLED BY T.G.C.) S� 1 40" MAX. \ � -O c...,_ EA Cn z o 7:"c I- FINISH PT -6 \ 6i SUPPLY SHELVES & STANDARDS (FURNISHED & INSTALLED BY T.G.C.) �-- _ LT J`� •I ¢ in ` x¢ m z g N X "� 1 N 1 29" MIN. Z N N I J (3) 12" x 36" x 3/4" F.R.T. PLYWOOD SHELVES WITH SURFACE MOUNTED SLOTTED WALL STANDARDS, SHELF BRACKETS & HOLD CUPS. r d \ ro BOTTOM SHELF ®4' -8" A.F.F. PAINT PT -1. FINISH `� )` TOILET PAPER HOLDER FLOOR ` 1` • 1' -6" \ FLOOR WALL MOUNTED WATER PT -6 WATERPROOF UNDER T. PAPER , B-2 ' HOLDER B -2 HEATER DOOR & B -2 OF W.C. B -2 MEMBRANE FLOOR. WRAP HOT WATER AND DRAIN PIPE WITH FRAME INSULATION WATERPROOF MEMBRANE UNDER FLOOR. TOILET ROOM ELEVATION TOILET ROOV ELEVATION 9 TOILET ROOv ELEVATION , TOILET ROOvI ELEVATION 8 SCALE: 3/8"=1 -0 SCALE: 3/8"=V-0 -0 SCALE: 3/8 -1 0 0 1 SCALE: 3/8 -1 0 ' cut standards .rds and RECEIVED • shelving down to 8' • .__to •� 11 I- L Ii L� STOCKROOM I�� PT -6 PT-6 ) ` • 14 i8 \ . STOCKROOM PT -6 SHELVING; SEE DETAIL 6/A1. HANDICAP PT -6 , SHELVING; SEE 11 cut standards and shelving down to ' 1 3 5 CI DETAIL 6 /A1. III it/M-1 - ��ji RESTROOM SIGNAGE, SEE / \ \ \ \\ _1 L L E 11 -_ - - - -� JUN 28 2011 PERMIT CENTER SHEET A.1 7___ - _ I- J GO 4 I_ SW -4 _ I 3 2 0 II + 1 1 I I 6 J LL 1 ■ ■ IFS PANEL (REFER TO B -2 B -2 PT -6 B -2 B -2 ( B -2 ' PT -6 J L� , ELECTRICAL DWGS FOR DOOR & FRAME DOOR & DETAILS) FRAME u u STOCKROOM ELEV STOCKROOvI ELEV STOCKROOM ELEV STOCKROOM ELEV CA-) ELEVATION KEY PLAN C Q 2� SCALE: 1 /4 =1 -0 SCALE: 1 /4"=1'-0" CI 4 3) SCALE: 1 /4 =1 -0 SCALE: 1 /4 " =1' -O" SCALE: N.T.S. STORE NO. 8/06 COPYRIGHT NOTICE: THESE DRAWINGS AND SPECIFICATIONS ARE COPYRIGHTED AND SUBJECT TO COPYRIGHT PROTECTION AS AN "ARCHITECTURAL WORK° UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.C. AS AMENDED DECEMBER 1990. THE PROTECTION INCLUDES, WITHOUT UMITATION, THE OVERALL FORM, ARRANGEMENT AND COMPOSITION OF SPACES, AND ELEMENTS OF THE DESIGN. UNDER SUCH PROTECTION, UNAUTHORIZED USE OF THESE DRAWINGS AND SPECIFICATIONS MAY RESULT IN CESSATION OF CONSTRUCTION, BUILDING SEIZURE, AND /OR MONETARY UABIUTY. LEI LL U CD 0 CY LL LI_I U [0 V / L LLJ VALL - SPACE 432 1 I 1 1 O 0 w RSW CONSULTANTS Project Management * Design 17211 Eagle Hollow San Antonio, TX 78248 REGISTERED ARCHITECT DATE: 5/20/2011 SHEET: SCALE: As Noted DRAWN BY: PROJECT No.: A5 SECURE 4" WIDE PRE - FINISHED TRIM PIECES TO PARTITION WITH COUNTERSUNK SCREWS & WALL ANCHORS. PLACE SIDE TO TOP SECURE TOPPER UNIT TRIM PIECES TIGHT TO TOWER UNITS & OF TOWERS & BACKWALL AFTER ALIGN TOP OF HORIZONTAL TRIM WITH TOP PUCK WALL IS INSTALLED. OF TOWER UN`IITS. 2� 1 _ LTI = z -' -2 o la) TOWER UNIT (PL -1) SEE NOTE TOWER UNIT (PL -1) b CEILING HEIGHT BUNKERS L SEE NOTE #1 ID I, TOPPER UNIT - (PR -4, PR -6, PR -8) z E \ i, In CEILING HEIGHT f #1 3/4; - . i. i. - . • • • • . I, 7 . x-3/4" f 1 .PUCKWALL • (SW-3). (ET -1) • • (ET -1) N--\ o LOCATE LEVEL TOWER UNITS PER PLAN DIMENSIONS; UNITS (SEE NOTE #1). SECURE TO \--LOCATE BUNKERS BETWEEN TOWER UNITS PER PLAN. T.G.C. TO LEVEL & SECURE BUNKERS SET SECURE PUCKWALL TO PARTITION OVER TOP OF TRIM PIECES WITH (PN -1) 3/4" AGAINST FIRST FINISH PANEL CENTER ETAGERE TOWER UNIT AT OF TOWER UNITS FIXTURES PER IN FRONT — PLAN. SECURE PARTITION WITH PROVIDED CLEATS. TO EACH OTHER AND TOWER UNITS. PROVIDED CLEATS. LEAVE 3/4" REVEAL BUNKERS 1/4" BACK FROM FACE OF TOWER TOP & BOTH SIDES. SECURE PUCKWALL UNITS. & INSTALL LOOSE COUNTERTOP. BEFORE ATTACHING TOPPER UNIT STOREFRONT. (SEE DETAIL ETAGERE TO FACE OF TOWER UNIT W/ 2/A -6) PROVIDED SCREWS. TOWER UNIT PUCKWALL & ETAGERE INSTALLATION SEQUENCE /DETAILS SCALE: 1 /4 " =1' -0" 0 SECURE (2) 4 WIDE PRE - FINISHED TRIM PIECES TO PARTITION WITH COUNTERSUNK SCREWS & WALL ANCHORS. PLACE TRIM TIGHT TO TOWER UNITS. CUT TOP OF TRIM PIECES TO ALIGN WITH INSTALL FINISH PANEL TO END OF STOP SLOT PANELS. CUT TOP OF PANEL OT TO ALIGN WITH TOP OF PERIMETER FIXTURES (SEE NOTE #1). SECURE TO O WALL W/ PROVIDED CLEATS -•� -� REVIEVVED FOR CENTER OVERALL REAR UNIT BETWEEN REAR WALL AND FIRST TOWER, LEAVING REVEALS J L TOP OF PERIMETER FIXTURES. (SEE NOTE #1) 1 CEILING HEIGHT 1 ON EACH SIDE (PAINTED) APPROX 3" GAPS. L CODE COMPLIANCE - I - __J \ APPROVED -H * \ 4 — — \ M -H SEE NOTE �1 7 :: e e -- JUL 1 9 2011 City of Tukwila BUILDING DIVISION ALIGN END CAP BUNKERS 2�— _ SEE NOTE #1- 3 4 / ALIGN TOP SLA „ 3 4_ / 1-11 CEILING HEIGHT : : : :: °° - - -- -°e e e veee° -= c :::: veee ° — ° ° e v e e : : :: a e °e e SEE _ INSTALLATION DETAIL 1 I FOR TOWER & TOPPER UNITS CEILING HEIGHT _M - I 1 LA I WALL SEE INSTALLATION co DETAIL 1 Z FOR TOWER & J TOPPER UNITS w ci Z BUNKERS (BK -2, BK -4,) v e : - °e - ° :: oeee o V e e ( -: ®: e SW -3 `SW -3 o \ (1 ‘— 360R]E19ED7ALIEE °°°°°°°°°° ° ° - - - ® ° ® °.. e -e- ee°e° ° ° ° ° ° ° ° :::: B�TEN� L °vee°°e :-- ---- -- veee--° ° -e c �\ i o 0 0 0 __ e / 1. l 1 / / 1 l 1 / 1 1 / u Ni =1 - LOCATE \ BUNKERS BETWEEN TOWER UNIT & BACKWALL PER \ \ LOCATE PLAN. TO BUNKERS UNITS. - BUNKERS BETWEEN TOWER UNITS PER T.G.C. TO LEVEL & SECURE BUNKERS EACH OTHER & TOWER UNITS. SET 1/4 BACK FROM FACE OF TOWER & INSTALL COUNTERTOP. \ - SECURE TOP LEAVE SLATWALL FIXTURES. SLATWALL PANEL TO PARTITION OVER OF TRIM PIECES WITH PROVIDED CLEATS. 3/4 �� REVEAL BOTH SIDES. CUT TOP OF TO ALIGN WITH TOP OF PERIMETER (SEE NOTE #1) PLAN. T.G.C. TO LEVEL & SECURE AND TOWER UNITS. SET BUNKERS 1/4" TOWER UNITS. & INSTALL COUNTERTOP. INSTALL STOP SLOT PANELS TO PARTITION W/ PROVIDED CLEATS. BUNKERS TO EACH OTHER INSTALL MASONITE SEAM JOINERS BETWEEN PANEL SECTIONS. CUT TOP BACK FROM FACE OF INSTALL PANELS O TO ALIGN WITH TOP OF PERIMETER FIXTURES. (SEE NOTE #1) WALL INSTALLATION SEQUENCE /DETAILS �/ STOP SLOT PANEL INSTALLATION SEQUENCE /DETAIL SCALE: 1 /4 " =1' -0" C 2FEATURE I SCALE: 1 /4 " =1' -O" PERIMETER FIXTURE INSTALLATION NOTES: REFER TO SHOP DRAWINGS FOR ALL PERIMETER FIXTURES 1. THE PERIMETER FIXTURES ARE ALL BUILT TO BE 9' -O" A.F.F. TO THE TOP. THE INSTALLER MUST SET A LEVEL MARK ALONG THE PERIMETER BEFORE INSTALLATION. THE PERIMETER FIXTURES CAN THEN BE LEVELED /CLEATED TO ACHIEVE AN EVEN TOP CONDITION THROUGHOUT. 2. LOCATE EARRING TREES (TR -1) FIXTURES PER PLAN. SECURE BUNKERS TO EACH OTHER & TO BACKWALL. 3. INSTALL COUNTERTOPS AT BUNKERS PER VENDOR INSTRUCTIONS. _ \ \ \ • I. '� - ET -1 BKT 4 BK -2 BK -2 BKE 4 L_ I ET -1 - - • / \ [ No L.- -- 1 —` w BK -3 BK�4 BK�4 BK�4 I w - IO O Ip e m TR -1 / - - ----�TTR --SEE NOTE #2 — — 1 1 - _ - _ I_so / — i i _ R 1 TB -2 1 1 1 1 FIXTURE IS RECESSED. 1 - - 1 - - 1 R.O. REQ'D. - 1 -;�� PL -6 1 ET -1 1 ET -1 1 ] ET -1 1 1 PL -6 1 ST -1 BK -2 BK 4 BK 4 BK� 4 IJ PP -1 1- PR -1 I BK 4F 1 1 BK - 4F 1 PR -1 1 2 1 BKI 1 PR -1 w - -2 BK1 4 -16 I 1 � I 6' -O" RECEIVED 15' -10° 2' -6" 2' -6" 8' -O" 2' -6" 6' -O" / 2' -6" ,, / JUN 28 2011 PERMIT CENTER PERIMETER FIXTURE INSTALLATION KEY PLAN b 11 ( Ct et CAD- SCALE: 1 /4 " =1' -0" - - _ _ STORE NO. 8/06 COPYRIGHT NOTICE: THESE DRAWINGS AND SPECIFICATIONS ARE COPYRIGHTED AND SUBJECT TO COPYRIGHT PROTECTION AS AN "ARCHITECTURAL WORK" UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.C. AS AMENDED DECEMBER 1990. THE PROTECTION INCLUDES, WITHOUT LIMITATION, THE OVERALL FORM, ARRANGEMENT AND COMPOSITION OF SPACES, AND ELEMENTS OF THE DESIGN. UNDER SUCH PROTECTION, UNAUTHORIZED USE OF THESE DRAWINGS AND SPECIFICATIONS MAY RESULT IN CESSATION OF CONSTRUCTION, BUILDING SEIZURE, AND /OR MONETARY LIABILITY. C) LLJ I 1 I Q z U�00 )11I Go I- n W v O()Q O o � 1 Q III Q W I— - > I— O LLJ Do EMEMMEMEM C\ 0 W 9869 1 REGISTE1-2E0 ARCHITECT DATE: SCALE: DRAWN BY: 5/20/2011 SHEET: /A\ 6 As Noted PROJECT No.: STORE NO. 8/06 COPYRIGHT NOTICE: THESE DRAWINGS AND SPECIFICATIONS ME COPYRIGHTED AND SUBJECT TO COPYRIGHT PROTECTION AS AN 'ARCHITECTURAL WORK" UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.C. AS AMENDED DECEMBER 1990. THE PROTECTION INCLUDES, WITHOUT IJMITATION, THE OVERALL FORM, ARRANGEMENT AND COMPOSITION OF SPACES, AND ELEMENTS OF THE DESIGN. UNDER SUCH PROTECTION, UNAUTHORIZED USE OF THESE DRAWINGS AND SPECIFICATIONS MAY RESULT IN CESSATION OF CONSTRUCTION, BUILDING SEIZURE, AND /OR MONETARY LIABILITY. 0 0 0 LLJ LLJ U 0 n (f) W LL_ LLJ C\ VALL - SPACE 2800 SOUTHCE \TER 00 00 00 0-) W LLJ Q U SEPARATE ��F�,11!►ir�r:s R�PRoV,C tUi 0 NOTE: SPRINKLER WORK SHALL BE FILED UNDER SEPARATE PERMIT MECHANICAL PAN FIRE PROT. /SPRINKLER SYSTEMS NOTES I. AN AUTOMATIC FIRE SPRINKLER SYSTEM IS EXISTING WITHIN THIS SPACE. CONTRACTOR SHALL REWORK AND MODIFY THE SYSTEM AS REQUIRED FOR THE NEW SPACE CONFIGURATION AND CEILING HEIGHTS. MODIFICATION SHALL BE DESIGNED AND INSTALLED BY A QUALIFIED FIRE SPRINKLER CONTRACTOR, WHO SHALL PREPARE DESIGN /SHOP DRAWINGS OF THE SYSTEM AND SUBMIT SUCH DRAWINGS TO THE LANDLORD AND BUILDING AND FIRE DEPARTMENTS FOR APPROVAL PRIOR TO FABRICATION AND INSTALLATION. SCALE: 1/4"=1'-0" 2. NEW PROPOSED LOCATIONS FOR THE FIRE PROTECTION SPRINKLER HEADS ARE ADDED TO CEILING PLAN FOR DESIGN INTENT ONLY. THE LOCATIONS SHOWN ARE APPROXIMATE. THE TENANT'S G.C. SHALL CONTRACT WITH A LICENSED FIRE PROTECTION CONTRACTOR APPROVED BY THE LANDLORD FOR THE MODIFICATION OF THE EXISTING SYSTEM AS REQUIRED TO COMPLY WITH APPLICABLE CODES. LOCATIONS TO BE FIELD VERIFIED BY THE FIRE PROTECTION CONTRACTOR. A SEPARATE PERMIT FOR MODIFING THE EXISTING FIRE PROTECTION SYSTEM WILL BE OBTAINED BY THE FIRE PROTECTION CONTRACTOR. 3. PROVIDE CONCEALED TYPE . SPRINKLER HEADS IN THE RETAIL AREAS. PROVIDE HEADS IN NON- RETAIL CEILINGS /EXPOSED STRUCTURE AREAS. 4. UPON COMPLETION OF ALL SPRINKLER SYSTEM MODIFICATIONS AND TESTS, THE G.C. SHALL SUBMIT A WRITTEN CERTIFICATE TO THE LANDLORD AND TENANT STATING THAT THE TENANT'S SPRINKLER SYSTEM HAS BEEN INSPECTED AND APPROVED. VERIFY WITH LOCAL REGULATIONS. 5. FIRE PROTECTION CONTRACTOR SHALL COMPLY WITH ALL NATIONAL, STATE, AND LOCAL FIRE PROTECTION REQUIREMENTS INCLUDING BUT NOT LIMITED TO NFPA 96. VERIFY WITH LOCAL REGULATIONS. TENANT'S SPRINKLER SYSTEM SHALL BE TESTED IN ACCORDANCE WITH NFPA 13 AND SHALL BE WITNESSED BY THE LOCAL FIRE MARSHAL AND LANDLORD'S REPRESENTATIVE. VERIFY WITH LOCAL REGULATIONS. TENANT'S G.C. SHALL COORDINATE THE LOCATIONS OF FIRE SPRINKLER HEADS WITH THE LIGHTING LAYOUT. SPRINKLER HEADS SHALL BE CENTERED BETWEEN OR ALIGNED WITH LIGHT FIXTURES. VERIFICATION PRIOR TO INSTALLATION. VERIFY WITH LOCAL REGULATIONS. b. 7. b. THE SPRINKLER SUBCONTRACTOR SHALL MODIFY THE EXISTING DESIGN AND PROVIDE AN APPROVED "CALCULATED" SPRINKLER SYSTEM LAYOUT TO THE ARCHITECT THAT CONFORM TO NEW DESIGN. THE DESIGN LAYOUT PROVIDED HEREIN REFLECTS THE VISUAL LAYOUT DESIRED. REVISIONS MUST BE SENSITIVE TO THE OVERALL VISUAL IMPACT. DRAWINGS AND CALCULATIONS FOR SUCH SYSTEMS SHALL BE SUBMITTED TO THE OWNER'S INSURANCE AGENCY (PRIOR TO FABRICATION OF ANY MATERIAL) FOR REVIEW AND APPROVAL PRIOR TO SUBMISSION OF THE CODE REVIEW AUTHORITY. DRAWINGS AND CALCULATIONS MUST ALSO BE SIGNED AND SEALED BY AN ENGINEER LICENSED IN THE STATE WHERE THE SUBJECT BUILDING IS LOCATED. ALL COST FOR REVIEW, PERMIT, SIGNING AND SEALING OF DRAWINGS AND CALCULATION SHALL BE BORNE BY THE SPRINKLER SUBCONTRACTOR. Q. THE T.G.C. SHALL INCLUDE, IN HIS PROPOSAL, A SEPARATE BID ITEM, FOR THE COST OF RELOCATING EXISTING AUTOMATIC FIRE PROTECTION SPRINKLER HEADS AS REQUIRED FOR PROTECTION OF THE LEASE SPACE. IN THE EVENT THE LANDLORD HAD THIS WORK EXECUTED BY HIS SPRINKLER CONTRACTOR, THE GENERAL CONTRACTOR SHALL FURNISH CLAIRE'S THE BID ITEM AS A DEDUCT IN HIS CONTRACT PRICE FOR CLAIRE'S TO REIMBURSE THE LANDLORD FOR SAID WORK. SPRINKLER LEGEND e RECESSED SPRINKLER HEAD O SEMI - RECESSED SPRINKLER HEAD • EXPOSED SPRINKLER HEAD DUCTWORK SYMBOLS SINGLE DOUBLE ABBR. DESCRIPTION jr f 4+ • RECTANGULAR DUCT • ROUND DUCT C C) • 45 DEG. TAP: USE AT BRANCH DUCTS ONLY Ar_l_F_Jr • DUCT SPLIT W /DAMPER: USE AT ELBOWS AND TEES: PROPORTION DUCT AREAS BY CFM'S ,, • CURVED ELBOW -MIN. RADIUS R: 1.5 WIDTH r -_ + 4 • 90 DEC. ELBOW WITH SINGLE RADIUS TURNING VANES 4- 71 +-111111+-111111—+ • FLEXIBLE DUCT CONNECTION i jr FD FIRE DAMPER 7 r 1 r Jr BD BALANCING DAMPER (USE O.B.D. UNLESS NOTED OTHERWISE) r I QNEW TO EXISTING CONNECTION jr jr • SPIN -IN FLEX DUCT TAKE -OFF W /DAMPER r • SA SUPPLY AIR • IX EXH EXHAUST AIR • 7 RA RETURN AIR • R REL RELIEF AIR • 0 A OSA OUTSIDE AIR • OT X T THERMOSTAT X: UNIT OR ZONE NUMBER • 10 X T THERMOSTAT W /SHERWOOD GUARD Z), k\t- kct RECEIVED JUN 28 2011 PERMIT CENTER KEYED NOTES 0 1. 24x24, 8 "4 NECK CD -1. BALANCE TO CFM NOTED. 2. 24x24, 10 "0 NECK CD -1. BALANCE TO CFM NOTED. 3. 24x24, 18"0 NECK (UNLESS NOTED OTHERWISE) RG -1. 4. T -STAT. MECHANICAL CONTRACTOR TO FURNISH AND INSTALL "LIGHTSTAT" T -STAT. MOUNT THERMOSTAT AT 48" A.F.F. PROVIDE PLENUM RATED CONTROL WIRE AND MAKE SYSTEM FULLY FUNCTIONAL. VERIFY COMPATIBILITY WITH EXISTING UNIT PRIOR TO ORDERING. 5. NOT USED. 6. EXISTING ROOF TOP UNIT AS SHOWN IN APPROXIMATE LOCATION. T.G.C. SHALL PROVIDE ALTERNATE BID TO REPLACE EXISTING RTU WITH NEW. 7. T.G.C. TO PROVIDE AND INSTALL NEW TOILET EXHAUST FAN. EXTEND NEW 6" EXHAUST DUCT THROUGH ROOF. PROVIDE BACKDRAFT DAMPER. 8. UNDERCUT DOOR MINIMUM 1" AS REQUIRED FOR RETURN AIR TRANSFER. 9. 24x24 12 "0 NECK CD -4. 3 -WAY AIR DISTRIBUTION. BALANCE TO CFM NOTED. NOTE: THE "DAT" CEILING DIFFUSER CAN BE SUBSTITUTED WITH AN "ONMI" MODEL IF THE "DAT" MODEL IS NOT AVAILABLE. CAP AND SEAL ALL UNUSED PORTIONS OF DUCTWORK AIRTIGHT AND PROVIDE NEW DUCTWORK IF APPLICABLE. OUTSIDE AIR CALCULATION SALES: AREA = 970 SF REQUIRED VENTILATION RATE = 0.30 CFM /SF CFM = 970 SF x 0.30 CFM /SF CFM = 291 STOCK /BACK AREA: AREA = 101 SF REQUIRED VENTILATION RATE = 0.15 CFM /SF CFM = 101 SF x 0.15 CFM /SF CFM = 15 TOILET ROOM: NUMBER OF WATER CLOSET (W.C.) = 1 REQUIRED VENTILATION RATE = 75 CFM PER WATER CLOSET CFM = 1 W.C. x 75 CFM CFM = 75 TOTAL CFM REQUIRED = 381 TOTAL CFM PROVIDED = 385 CALCULATED AS PER 2000 I.M.C. HVAC LOAD SUMMARY COOLING OA DB COOLING IA DB HEATING OA ROOF U- FACTOR LIGHT DIVERS. VENT CFM - MIN OA VENT CFM /PERSON WALL AREA PEOPLE SENS HEAT SENSIBLE HEAT GAIN PEOPLE VENTILATION ROOF LOAD LIGHT LOAD MISC LOAD WALL LOAD TOTAL SENSIBLE Icing South Center Mall Seattle, WA 1140 SQUARE FEET ASHRAE DESIGN CONDITIONS 81 75 28 0.100 1.2 250 15.0 0 200 COOLING LOAD SUMMARY 3040 1628 9006 9203 11946 0 34822 TOTAL COOLING LOAD SENS/TOTAL RATIO NOMINAL CFM SENSIBLE HEAT GAIN VENTILATION ROOF LOAD WALL LOAD TOTAL SENSIBLE COOLING OA WB COOLING IA WB HEATING IA LIGHTING WATTS MISC. WATTS SQ FT /PERSON NO OF PEOPLE WALL U- FACTOR PEOPLE LATENT LATENT HEAT GAIN PEOPLE VENTILATION 64 63 70 2247 3500 75 15 0.11 200 3040 573 TOTAL LATENT 3613 38435 BTUH 91 % 1597 CFM HEATING LOAD SUMMARY 11393 4788 0 LATENT HEAT GAIN VENTILATION 0 16181 TOTAL LATENT 0 TOTAL HEATING LOAD NOMINAL KW ELEC HEAT MINIMUM KW ELEC HEAT (BASED ON 15 DEG F RISE) 16181 BTUH 5 KW 8 KW DON PENN CONSULTING ENGINEER 635 WESTPORT PARKWAY, SUITE 300 GRAPEVINE, TEXAS 76051 817 - 410 -2858 FAX 817 - 251 -8411 5/20/2011 SHEET: As Noted DRAWN BY: PROJECT No.: v.1 EXISTING ROOF TOP HEAT PUMP UNIT SCHEDULE MARK MANUFACTURER MODEL CFM SP HP COOLING CAPACITY SEER VOLT /PHASE MCA MOCP ELEC. HEAT (KW) O.S.A. CFM WEIGHT (LBS) HP -1 TRANE WSC048E3 1600 .5 2.09 50,000 13.0 208/3 58.8 60 9.0 385 525 REUSE OF EXISTING EQUIPMENT HVAC EXISTING SYSTEM NOTES 1. CONTRACTOR MAY REUSE EXISTING DUCTWORK, SUPPLY DIFFUSERS AND RETURN GRILLS IF THEY ARE IN GOOD CONDITION AND MATCH THE SIZE AND SPECIFICATIONS OF WHAT IS CALLED OUT ON THESE CONSTRUCTION DOCUMENTS. 2. CONTRACTOR SHALL PROVIDE NEW DUCTWORK, SUPPLY DIFFUSERS AND RETURN GRILLS AS NECESSARY TO SATISFY THE INTENT OF THESE DRAWINGS. 3. ENTIRE HVAC SYSTEM SHALL CONFORM TO THE LANDLORD'S TENANT DESIGN AND CONSTRUCTION CRITERIA AND ALL APPLICABLE STATE AND LOCAL CODES. 4. THE MECH. CONTRACTOR MUST VERIFY ALL EXISTING CONDITIONS AND SERVICES AT THE JOB SITE. 5. ALL WORK SHALL BE SCHEDULED SO AS NOT TO INTERRUPT THE NORMAL OPERATION OF THE ADJOINING TENANTS. T.G.C. SHALL PROVIDE THE FOLLOWING (BUT NOT LIMITED TO): 1. THE COMPLETE LUBRICATION OF ALL SHAFTS AND BEARINGS THAT HAVE LUBRICATION ETC ZERTS. 2. THE REPLACEMENT OF ALL BELTS, HOSES AND FABRIC /RUBBER COATED ITEMS THAT ARE SUBJECT TO WEAR. 3. THOROUGH CLEANING OF COILS. THE STRAIGHTENING (COMBING) OF ALL LOUVERS & FINS. 4. EXAMINE AND REPAIR ALL ELECTRICAL WIRING, CONTROLS, STARTERS, RELAYS, CAPACITORS AND LIKE ITEMS THAT TEND TO DETERIORATE OVER TIME OR BECOME NONOPERATIONAL, THIS INCLUDES SMOKE DETECTORS. 5. THE REPLACEMENT OF "LIFETIME" BUSHINGS AND BEARINGS THAT ARE SEALED AND CANNOT BE LUBRICATED BUT ARE IN FACT WORN BEYOND REASONABLE USE. 6. CHECK /REPAIR CONDENSATE DRAIN LINE AND PAN. ALTER \ATE BIB NEW ROOF TOP HEAT PUMP UNIT SCHEDULE MARK MANUFACTURER MODEL CFM SP HP COOLING CAPACITY SEER VOLT /PHASE MCA MOCP ELEC. HEAT (KW) O.S.A. CFM WEIGHT (LBS) HP -1 TRANE WSC048E3 1600 .5 2.09 50,000 13.0 208/3 58.8 60 9.0 385 525 ACCESSORIES: a. LOW LEAKAGE (1 %) DAMPERS b. 2" THROW -AWAY FILTERS c. AIR DUCT SMOKE DETECTOR d. NOT USED. e. (14" HIGH PREFAB ROOF CURB), AS REQUIRED. f. BOTTOM CONNECTIONS g. FACTORY START UP h. FIRST YEAR WARRANTY SERVICE NOTES: 1. T.G.C. SHALL PROVIDE AND INSTALL LL COMPATIBLE CONTROLS. i. 5 -YEAR COMPRESSOR WARRANTY j. 10 -YEAR HEAT EXCHANGER WARRANTY k. HAIL GUARD NEW EXHAUST FAN SCHEDULE MARK AREA SERVED MANUFACTURER MODEL CFM E.S.P. ( W.C.) " MOTOR HP V /PH EF -1 TOILET ROOM BROAN 682 75 0.125 FRAC. 120/1 NEW GRILLE, REGISTER, AND DIFFUSER SCHEDULE MARK DESCRIPTION MANUFACTURER MODEL MATERIAL MODULE PLAQUE FACE BORDER TYPE BLADLADES S DAMPER CD -1 CEILING DIFFUSER TITUS DAT STEEL 24 "x24" 13 "x13" LAY -IN 3 -SLOT OPPOSED BLADE CD -2 CEILING DIFFUSER TITUS TDC STEEL 12 "x12" - LAY -IN 4 -WAY OPPOSED BLADE CD -3 CEILING DIFFUSER TITUS OMNI STEEL 24 "x24" - SURFACE 4 -WAY OPPOSED BLADE CD -4 CEILING DIFFUSER TITUS OMNI STEEL 24 "x24" - LAY -IN 4 -WAY OPPOSED BLADE RG -1 RETURN GRILLE TITUS 23RL STEEL 24 "x24" - LAY -IN - NONE NOTES: 1. FIELD PAINT ALL DIFFUSERS AND GRILLES COLOR WHITE. 2. THE "DAT" CEILING DIFFUSER CAN BE SUBSTITUTED WITH AN "ONMI" MODEL IF THE "DAT" MODEL IS NOT AVAILABLE. NOTE: PRIOR TO CONSTRUCTION/ BID THE CONTRACTOR SHALL VISIT THIS SITE AND FIELD VERIFY THE EXISTING LOCATIONS AND SIZES OF ANY LANDLORD PROVIDED, OR EXISTING, OUTSIDE AIR INTAKES THROUGH ROOF, LANDLORD PROVIDED CHILLED /HOT WATER PIPING MAINS, TOILET EXHAUST MAINS, OUTSIDE AIR DUCTWORK, CONDENSATE LINE MAINS, ETC. THE CONTRACTOR SHALL FIELD VERIFY ANY/ CONDITIONS WHICH MAY CONFLICT WITH THE DESIGN SHOWN ON THESE PLANS. NOTIFY ARCHITECT IMMEDIATELY. TAPE AROUND SNUGGLY Z WRAPS PRIOR TO INSTALLING LINE STRAP FLEXIBLE DUCT MAX. 4' -0" LENGTH LAY -IN CEILING ROUND SUPPLY AIR DUCTWORK ABOVE CEILING. SEE PLAN FOR DUCT SIZE. 1" WIDE x 20 GA. STRAP WITH TIGHTENING SCREW SECURE STRAP WITH SHEET METAL SCREWS 3" O.C. MAX. 24 "x24" "TITUS" MODEL #DAT, ROUND NECK (SEE SHEET M1 FOR NECK SIZE) BORDER TYPE 3- LAY -IN DIFFUSER SQUARE SUPPLY AIR DIFFUSER DETAIL SCALE: N.T.S. MECHANICAL GENERAL NOTES: 1. ALL WORK SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL CODES, LAWS, ACTS AND ALL AUTHORITIES HAVING JURISDICTION, AND LANDLORD'S CRITERIA. 2. THE COMPLETED INSTALLATION SHALL BE IN ACCORDANCE WITH ALL APPLICABLE INDUSTRY STANDARDS OF GOOD PRACTICE AND SAFETY; AND THE MANUFACTURER'S STRICTEST RECOMMENDATIONS FOR EQUIPMENT AND PRODUCT APPLICATION AND INSTALLATION. 3. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS, LICENSES, DOCUMENTS AND SERVICES RELATED TO INSTALLATION OF THE WORK. 4. PRIOR TO SUBMITTING A PROPOSAL, THE CONTRACTOR SHALL VISIT THE SITE AND THOROUGHLY INSPECT ALL EXISTING CONDITIONS TO INSURE THAT THE WORK REPRESENTED ON THE DRAWINGS AND IN THESE SPECIFICATIONS CAN BE INSTALLED AS INDICATED. 5. DUCTWORK SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH ASHRAE AND LATEST SMACNA STANDARDS. PROVIDE TURNING VANES IN ALL ELBOWS; AND MANUAL VOLUME DAMPERS IN ALL BRANCHES, SPLIT PER DAMPERS, AIR EQUALIZERS, EXTRACTORS, AND SIMILAR DEVICES WHEREVER NECESSARY TO PROPERLY BALANCE THE SYSTEM AND PRODUCE A QUIET AND DRAFTLESS OPERATION. 6. DUCTWORK SHALL BE GALVANIZED SHEET METAL OF LOCK FORMING QUALITY WITH 2" THICK FIBERGLASS INSULATION WITH FOIL VAPOR BARRIER, ALL JOINTS AND SEAMS SHALL BE SEALED IN A MANNER TO PROVIDE A COMPLETE VAPORTIGHT ENCLOSURE. 24 GAUGE UP TO 30 ", 22 GAUGE - 30" AND OVER. DUCT INSTALLATION SHALL BE IN ACCORDANCE WITH IMC -2006, SECTION 603.6.1: ALL JOINTS IN A DUCT SYSTEM MUST BE TIGHT IN ORDER TO ENSURE PROPER AIR DISTRIBUTION AND STRUCTURAL INTEGRITY. DUCT SUPPORTS SHALL NOT EXCEED 10 FEET. 6.1. ALTERNATE: STANDARD SPIRAL ROUND GALVANIZED SHEET METAL DUCTWORK. WITH 2" THICK FIBERGLASS INSULATION WITH FOIL VAPOR BARRIER, ALL JOINTS AND SEAMS SHALL BE SEALED IN A MANNER TO PROVIDE A COMPLETE VAPORTIGHT ENCLOSURE. 24 GAUGE UP TO 36"0, 22 GAUGE -36" TO 50 ". 6.2. FIRST 15 FT. OF DUCT FROM EQUIPMENT SHALL BE LINED 1" HEAVY DENSITY ACOUSTICAL INSULATION. 7. FLEXIBLE DUCTWORK SHALL BE THERMAFLEX "M -KE" WITH ONE INCH EXTERNAL INSULATION FINISHED WITH A VAPOR BARRIER, U.L. AND 90A LISTED, SHALL BE EQUIPPED WITH DAMPER - EXTRACTOR AT THE SHEETMETAL DUCT AND CIRCULAR COLLAR AT THE DIFFUSER, MECHANICALLY SECURED. FLEXIBLE DUCTWORK SHALL BE IN ACCORDANCE WITH THE IMC -2006, SECTION 603.6.1: FLEXIBLE DUCTS SHALL CONFORM TO REQUIREMENTS OF UL181 FOR CLASS 0 OR CLASS 1 FLEXIBLE AIR DUCTS AND SHALL BE SO INDENTIFIED. 8. FLEXIBLE DUCTWORK SHALL NOT EXCEED 4 FEET IN LENGTH; BENDS SHALL NOT RESTRICT THE INSIDE CROSS- SECTIONAL AREA OF THE DUCT; AND CONNECTION SHALL BE MADE AS DIRECT AS POSSIBLE TO THE MAIN SUPPLY. 9. ALL WORK SHALL BE LOCATED TO AVOID CONFLICTS WITH OTHER TRADES PROVIDE ADEQUATE CLEARANCE FOR ARCHITECTURAL DESIGN, PROPER OPERATION AND SERVICE OF EQUIPMENT. 10. PROVIDE A READY -TO -USE SYSTEM WITH ALL WORK GUARANTEED IN WRITING AGAINST DEFECTIVE WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FROM TURN OVER TO OWNER. 11. CONDENSATE DRAINS: TYPE "M" HARD DRAWN COPPER FOR LINES 1" AND SMALLER, "DWV" HARD DRAWN COPPER FOR 1 -1/4" AND LARGER, CONFORMING TO ASTM B88 -72. WROUGHT COPPER FITTINGS, DRAINAGE TYPE FOR LINES 1 -1/4" AND LARGER. SOLDER WITH 50/50 SOLDER. 12. DUCTWORK SHALL BE "FACTORY MADE" CLASS 1 GALVANIZED SHEET METAL WITH IRON SUPPORTS SECURED TO OVERHEAD MEMBERS AT 5' -0" DUCTWORK MATERIALS SHALL BE PER INTERNATIONAL MECHANICAL CODE, 2000. 13. PROVIDE AS PART OF THE MECHANICAL CONTRACT SERVICES OF AN INDEPENDENT AIR /WATER BALANCING CONTRACTOR CERTIFIED BY THE ASSOCIATED AIR BALANCE COUNCIL. SUBMIT 3 COPIES OF THE BALANCE REPORT TO ARCHITECT /OWNER. 14. PROVIDE DUCT SMOKE DETECTORS IN RA DUCTS, TO OVER RIDE UNIT AND PROVIDE SHUTDOWN WHEN UPON DETECTION OF SMOKE. AS PER SECTION 606.4, IMC -2006. THE ACTIVATION OF A DUCT SMOKE DETECTOR SHALL ACTIVATE A VISUAL AND AN AUDIBLE SIGNAL IN AN APPROVED LOCATION. SMOKE DETECTOR TROUBLE CONDITIONS SHALL ACTIVATE A VISIBLE OR AUDIBLE SIGNAL IN AN APPROVED LOCATION AND SHALL BE IDENTIFIED AS "AIR DUCT DETECTOR TROUBLE ". PROVIDE WITH REMOTE TEST STATION IN STOCK ROOM AS PER NFPA #72,2002 EDITION SECTION 5.14.5.8. 15. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE ALL APPLICABLE BUILDING CODES, NFPA -90A AIR CONDITIONING AND VENTILATION, NFPA -91 BLOWER AND EXHAUST SYSTEM, ASHRAE GUIDE - EQUIPMENT, SYSTEM AND APPLICATIONS, SMACNA - LOW VELOCITY DUCT CONSTRUCTION AND NFPA 101 SAFETY TO LIFE FROM FIRE IN BUILDING. HVAC NOTES: 1. ALL WORK TO BE AS PER THE L.L. SPECS, ALL LOCAL CODES, RULES AND REGULATIONS. ALL WORK TO BE AS PER ASHRAE AND SMACNA GUIDELINES. 2. ALL DUCT SIZES SHOWN ARE CLEAR INSIDE. ALL DUCTS TO BE SHEET METAL DUCTS AS PER ASHRAE AND SMACNA GUIDELINES. 3. PROVIDE NECESSARY TURNING VANES, SPLITTER DAMPERS, VOLUME EXTRACTORS AND OTHER FEATURES NEEDED FOR A SMOOTH AND CONTROLLED FLOW OF AIR. 4. LOCATIONS SHOWN OF HVAC EQUIPMENT AND DUCTS ARE SCHEMATIC ONLY. VERIFY STRUCTURAL DETAILS AND OTHER DETAILS THAT WILL AFFECT ROUTING AND PLACEMENT OF THESE COMPONENTS. 5. PROVIDE PROPER DUCT TRANSITIONS FOR ACTUAL HVAC UNITS INSTALLED. ROOF PENETRATIONS, IF ANY, TO BE MADE AS PER L.L. SPECS. VERIFY DETAILS WITH L.L. 6. PROVIDE AND INSTALL THERMOSTATS AT LOCATIONS AS DIRECTED BY THE ARCHITECT. 7. COORDINATE ACTUAL LOCATIONS OF DIFFUSERS, REGISTERS AND GRILLES WITH CEILING DETAILS AND OTHER FEATURES SUCH AS LIGHTING FIXTURES ETC. THAT MAY AFFECT PLACEMENT OF THE HVAC SYSTEM COMPONENTS. 8. GENERAL CONTRACTOR SHALL SUPPLY ALL EQUIPMENT CONTROLS AND WIRING. COORDINATE WITH MALL REPRESENTATIVE FOR INTERLOCKING WITH MALL CONTROL SYSTEM (AS REQUIRED). 9. CONTRACTOR SHALL SUBMIT MANUFACTURER'S SHOP DRAWINGS ON ALL HVAC EQUIPMENT AND DUCTWORK FOR REVIEW BEFORE INSTALLATION. 10. PROVIDE APPROVED FIRE DAMPERS WITH ACCESS PANELS AT ALL PENETRATIONS OF FIRE RATED PARTITIONS, WALLS AND CEILINGS AS REQUIRED BY CODE. 11. HANGERS -4" AND SMALLER GRINELL #115 12. UPON COMPLETION OF WORK, MECHANICAL CONTRACTOR TO FIELD VERITY THAT BOTH HEATING AND COOLING CYCLES ARE FULLY FUNCTIONAL AND PROVIDE REPORT TO CLAIRE'S CONSTRUCTION MANAGER. 13. INSULATE NECK, THROATS AND COLLARS OF SUPPLY OUTLETS ABOVE CEILING. RECEIVED JUN 28 2011 PERMIT CENTER DON PENN CONSULTING ENGINEER 635 WESTPORT PARKWAY, SUITE 300 GRAPEVINE, TEXAS 76051 817 - 410 -2858 FAX 817 - 251 -8411 STORE NO. 8/06 COPYRIGHT NOTICE: THESE DRAWINGS AND SPECIFICATIONS ARE COPYRIGHTED AND SUBJECT TO COPYRIGHT PROTECTION AS AN "ARCHITECTURAL WORK" UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.C. AS AMENDED DECEMBER 1990. THE PROTECTION INCLUDES, WITHOUT LIMITATION, THE OVERALL FORM, ARRANGEMENT AND COMPOSITION OF SPACES, AND ELEMENTS OF THE DESIGN. UNDER SUCH PROTECTION, UNAUTHORIZED USE OF THESE DRAWINGS AND SPECIFICATIONS MAY RESULT IN CESSATION OF CONSTRUCTION, BUILDING SEIZURE, AND /OR MONETARY LIABILITY. V Z n)Th 0 W LLJ LLJ U a_ 0 0 LLJ LLJ U 0 LLJ (f) LLJ HALL - SPACE 432 2800 SOUTHCE\TER 00 00 00 LLJ LLJ CID DATE: SCALE: 5/20/2011 SHEET: As Noted A -26 i.i HONE / DATA FUTURE USE A 22,24 10 A -1 A -14 1 1 I1 II II II I I I I I I it I I I I A -2 VIA TIMECLOCK 0 ELECTRICAL POWER PLAN SCALE: 1/4" = l'-0" A -6 VIA TIMECLOCK ELECTRICAL LIGHTING PLAN SCALE: 1/4" = 1' -0" NOTES: • CONDUIT INSTALLED INDOORS MAY BE GALVANIZED EMT, RIGID ALUMINUM, OR HEAVY WALL GALVANIZED RIGID STEEL. • FLEXIBLE METAL CONDUIT SHALL BE USED ONLY FOR FINAL CONNECTION TO MOTORS AND OTHER ELECTRICAL EQUIPMENT, WHICH MAY GENERATE VIBRATION THROUGH THE CONDUIT SYSTEM. • FLEXIBLE METAL CONDUIT, WITH A MAXIMUM SIX —FEET LENGTH, SHALL BE USED FOR CONNECTION BETWEEN RECESSED LIGHTING FIXTURES AND OUTLET BOXES. • ALL LOW VOLTAGE, COMMUNICATION CABLES AND SIGNAL CABLES ROUTED THROUGH CEILING PLENUM SHALL BE PLENUM RATED OR BE IN CONDUIT. • CUTTING OF TEMPORARY OPENINGS AND PENETRATIONS IN THE REINFORCED CONCRETE STRUCTURAL FLOOR SLABS MUST CONFORM TO REQUIRED MALL DESIGN CRITERIA. ADDITIONALLY, THIS WORK MUST BE DONE BY THE LANDLORD'S APPROVED CONTRACTOR AT THE TENANT'S EXPENSE. • NO OPENINGS, INCLUDING PENETRATIONS, CORES OR CUTOUTS, IN THE CONCRETE FLOOR SLAB, WHETHER TEMPORARY OR PERMANENT, ARE ALLOWED WITHOUT THE PRIOR APPROVAL OF THE LANDLORD AND WRITTEN APPROVAL FORM THE LANDLORD STRUCTURAL ENGINEER. • TRENCHING OR GROOVING OF THE FLOOR SLAB IS STRICTLY PROHIBITED WITHOUT WRITTEN CONSENT FROM THE LL. • THE NUMBER OF NEW PENETRATIONS SHOULD BE KEPT TO A MINIMUM. UNLESS OTHERWISE DIRECTED, PENETRATIONS SHALL BE INSTALLED BY CORE DRILLING AND SHALL BE NO LARGER THAN 6 INCHES IN DIAMETER. STEREO RECEIVER & DMX UNIT NOTE: BECAUSE OF THE ELECTRICAL SERVICE AND SPEAKER WIRE CONDUIT REQUIRED BY THE STEREO RECEIVER AND DMX UNIT, THE HEAVY DUTY SHELF OR SHELVES SHOWN ON THIS PLAN, IS /ARE NOT TO BE RELOCATED WITH OUT THE PERMISSION OF THE ICING PROJECT MANAGER. NOTE: G.C. TO COORDINATE CONDUIT STUB —INS FOR CASH /WRAP. STUB —UPS ARE TO BE LOCATED WHERE THE ACCESS PANEL IS PROVIDED IN THE CASH / WRAP BASE. SEE OWNER'S SHOP DRAWINGS OF THE CASH / WRAP UNIT FOR FURTHER INFO. LIGHTING PLAN NOTES 0 / 1. EXIT LIGHT WITH SELF — CONTAINED BATTERY BACK —UP. CONNECT TO UNSWITCHED CIRCUIT. 2. EMERGENCY /EXIT LIGHT COMBO WITH SELF — CONTAINED BATTERY BACK —UP, CONNECT TO UNSWITCHED CIRCUIT. (MINIMUM 90 MINUTES ILLUMINATION UPON LOSS OF AC POWER) 3. NIGHT LIGHT (NL) /EMERGENCY LIGHT (EM). PROVIDE FIXTURE WITH EMERGENCY BATTERY BACK —UP. CONNECT TO UNSWITCHED CIRCUIT. 4 WIRE THROUGH CURRENT LIMITING PANEL. REFER TO SHEET E.2. POWER PLAN NOTES O 1. J —BOX FOR ILLUMINATED STOREFRONT SIGN. PROVIDE DISCONNECT MEANS AS REQUIRED BY THE N.E.C. VERIFY IN FIELD. 2. DUPLEX CONVENIENCE OUTLET MOUNTED IN WALL AT +18" A.F.F. (WHITE COVER PLATE AT WHITEWALL /PAINTED LAVENDER PLATE AT LAVENDER WALL). INSTALL WHIP AT OUTLETS WHICH FALL BEHIND TOWER FIXTURES. 3. DUPLEX CONVENIENCE OUTLET MOUNTED IN SOFFIT PER N.E.C. #210 -62 (WHITE W/ WHITE COVER PLATE) 4. NOT USED. 5. DEDICATED FOURPLEX CONVENIENCE OUTLET W/ ISOLATED GROUND MOUNTED IN CASH / WRAP COUNTER. NOTE: THE CASH — WRAP COMES WITH J —BOX AND RECEPTACLE. THE G.0 NEEDS TO MAKE THE FINAL CONNECTION AT THE PRE — DETERMINED LOCATION IN THE BASE OF THE CABINET. REFER TO SHOP DRAWINGS AS REQUIRED. 6. PHONE / COMPUTER JACK IN CASH / WRAP. TELCO TO MAKE FINAL CONNECTIONS G.0 TO PROVIDE CONDUIT W/ PULLSTRING. 7. G.F.I. CONVENIENCE OUTLET MOUNTED IN WALL NEAR SINK AT + 48" AT TOILET ROOM. 8. DISCONNECT FOR WATER HEATER. VERIFY EXACT LOCATION WITH PLUMBING TRADE. 9. J —BOX ABOVE CEILING FOR CASH / WRAP POWER CONNECTIONS. HOMERUN FROM HERE BACK TO ELECTRICAL PANEL. 10. RUN ELECTRICAL, PHONES & DATA IN 3/4" RIGID CONDUITS TO CASH/ WRAP. RUN UNDER SLAB & STUB —UPS AT CASH / WRAP COUNTER BELOW PROVIDED ACCESS PANEL IN CASH / WRAP BASE. VERIFY METHOD OF SLAB PENETRATION (USUALLY CORING OR SAW CUTTING) COORDINATE WITH MALL AUTHORITIES PRIOR TO COMMENCING THIS WORK. PATCH AND REPAIR SLAB AS REQUIRED. RUN EMT TO NEAREST ADJACENT WALL OR COLUMN ENCLOSURE. 11. 3/4 CONDUITS TO T.T.B. FOR CASH / WRAP TEL / DATA CONNECTIONS. PROVIDE PULL BOX AT THIS LOCATION OF NECESSARY. 12. NEW ELECTRICAL EQUIPMENT ASSEMBLY (IFS SWITCHBOARD) CONSISTING OF PANEL 'A'. RELAYS AND 11ME SWITCH / LIGHTING CONTROL WITH BYPASS SWITCH. REFER TO ELECTRICAL ONE LINE DIAGRAM. 13. NEW 24" W. X 48" H. X 3/4 ". UNPAINTED PLYWOOD TELEPHONE TERMINAL BOARD (T.T.B.) MOUNT TO WALL A T 4 CORNERS W/ SCREWS AND WASHERS. MOUNT TOP AT 7' -0" A.F.F. OR PER OWNER'S SPECS. 14. FOURPLEX OUTLET MOUNTED AT +84" A.F.F. ON OR NEAR T.T.B. FOR TELEPHONE PHONE SYSTEM, ALARM, OR OTHER RELATED EQUIPMENT. 15. G.C. TO INTERCEPT EXISTING OR L.L. PROVIDED TELEPHONE CONDUIT TO THE SPACE AND EXTEND TO T.T.B. CLAMP TO BOARD AND PROVIDE NYLON BUSHING AT END. 16. FOURPLEX OUTLET MTD AT 52" A.F.F. FOR STEREO SYSTEM POWER. WHITE W/ WHITE COVER PLATE. COORDINATE WITH STOCK SHELF LOCATION. 17. ELECTRICAL BOX AT 52" A.F.F. W/ 3/4" CONDUIT TO STUB —UP IN REAR OF SALES AREA AT 12" ABOVE CEILING. PROVIDE NYLON BUSHING AT STUB —UP END. FOR STEREO SPEAKER WIRES. (WIRES BY OTHERS) 18. EXISTING ROOFTOP UNIT TO REMAIN. G.C. SHALL PROVIDE ALTERNATE BID TO REPLACE EXISTING UNIT WITH NEW. ELECTRICAL SYMBOL LEGEND 0 0 • • v )\" DUPLEX CONVENIENCE OUTLET c■ +18" A.F.F. U.N.O. DUPLEX CONVENIENCE OUTLET, SPLIT WIRED, CAD +18" A.F.F. U.N.O. DUPLEX CONVENIENCE OUTLET © +42" A.F.F. U.N.O. FOURPLEX RECEPTACLE FLOOR OUTLET SPECIAL OUTLET, VERIFY NEMA CONFIGURATION WITH EQUIPMENT JUNCTION BOX, IN ACCESSIBLE LOCATION JUNCTION BOX IN ACCESSIBLE LOCATION WITH FLEXIBLE CONDUIT CONNECTION TO LIGHTING FIXTURE OR EQUIPMENT AS NOTED TELEPHONE OUTLET (WITH 3/4" C. STUBBED ABOVE CEILING U.N.O.) ® +18" A.F.F. TELEPHONE OUTLET, FLOOR MOUNTED (STUB 3/4" E.C. ABOVE ACCESSIBLE CEILING) DATA OUTLET AT +18" OR AS NOTED. STUB 3/4" E.C. INTO ACCESSIBLE CEILING SPACE. INDICATES CIRCUIT IN CONDUIT CONCEALED IN WALL OR CEILING SPACE INDICATES HOMERUN TO PANELBOARD OR AS NOTED. HASH MARKS INDICATE NUMBER OF CONDUCTORS. NO HASH MARKS INDICATES 2 #12 AWG, 1 #12 BOND, 1/2" CONDUIT PANELBOARD DISCONNECT SWITCH — SIZE AND FUSES PER MANUFACTURER'S RECOMMENDATIONS (WEATHER— PROOF WHERE uu OUTSIDE) 0 A.F.F. A.D.A. C. C/B E.C. E.D.F. EF F.B.O. GFI GFCI GND ISO IG NL REC S.E.S. T.M.B. T.T.C. U.N.O. U/C WH WP XFMR THERMOSTAT OUTLET, +48" A.F.F. WITH 4S BOX AND PLASTER RING MOTOR — SIZE AS INDICATED IN DRAWINGS SINGLE POLE SWITCH H.P. RATED MANUAL MOTOR STARTER WITH THERMAL OVERLOAD PROTECTION. (WEATHERPROOF WHERE OUTSIDE) SMOKE DETECTOR (MATCH EXISTING) DUCT SMOKE DETECTOR (MATCH EXISTING) TIMECLOCK INTERMATIC, T7401B. ABOVE FINISHED FLOOR AMERICAN WITH DISABILITIES ACT CONDUIT CIRCUIT BREAKER EMPTY CONDUIT WITH PULL CORD ELECTRICAL DRINKING FOUNTAIN (VERIFY ROUGH —IN REQUIREMENTS) EXHAUST FAN FURNISHED BY OTHERS, INSTALLED BY ELECTRICAL CONTRACTOR GROUND FAULT INTERRUPTER GROUND FAULT CIRCUIT — INTERRUPTER GROUND ISOLATED ISOLATED GROUND NIGHT LIGHT RECEPTACLE SERVICE ENTRANCE SECTION TELEPHONE MOUNTING BOARD. 4'Wx8'Hx3 /4 "D PLYWOOD WITH #6 CU. GROUND WIRE TO APPROVED GROUND. TELEPHONE TERMINAL CABINET. 30 "Wx36 "Hx6 "D 16 GA. WEATHERPROOF E/W HINGED LOCKABLE COVER 5/8" PLYWOOD BACKBOARD, PROVIDE A #6 CU. GROUND WIRE TO APPROVED BUILDING GROUND. UNLESS NOTED OTHERWISE UNDER COUNTER WATER HEATER WEATHERPROOF (RAINTIGHT) TRANSFORMER t)tkFict RECEIVED JUN 28 2011 PERMIT CENTER STORE NO. 8/06 COPYRIGHT NOTICE: THESE DRAWINGS AND SPECIFICATIONS ARE COPYRIGHTED AND SUBJECT TO COPYRIGHT PROTECTION AS AN "ARCHITECTURAL WORK" UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.C. AS AMENDED DECEMBER 1990. THE PROTECTION INCLUDES, WITHOUT IMITATION, THE OVERALL FORM, ARRANGEMENT AND COMPOSITION OF SPACES, AND ELEMENTS OF THE DESIGN. UNDER SUCH PROTECTION, UNAUTHORIZED USE OF THESE DRAWINGS AND SPECIFICATIONS MAY RESULT IN CESSATION OF CONSTRUCTION, BUILDING SEIZURE, AND /OR MONETARY LIABILITY. N N) —I w < w c2 00 (--) w o0 1 I- �— 00 w CD O U n - O w w(f)_I Li_ - o� CD < gazimmil N (f) 0 w C� W 0 A AnDON PENN CONSULTING ENGINEER ilkso 635 WESTPORT PARKWAY, SUITE 300 GRAPEVINE, TEXAS 76051 817- 410 -2858 FAX 817 - 251 -8411 SCALE: 5/20/2011 SHEET: As Noted DRAWN BY: PROJECT No.: ELECTRICAL SPECIFICATIONS & NOTES PANEL SCHEDULES GENERAL NOTES • CONTRACTOR SHALL VISIT THE SITE AND FAMILIARIZE HIMSELF WITH THE EXISTING CONDITIONS UNDER WHICH HE IS TO PERFORM HIS WORK. NO ALLOWANCE WILL BE MADE FOR FAILURE TO COMPLY. • INFORMATION SHOWN ON PLANS AS EXISTING SHALL BE FIELD VERIFIED BY ELECTRICAL CONTRACTOR. ANY DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR CLARIFICATION PRIOR TO STARTING WORK. • ALL ELECTRICAL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST ADOPTED NATIONAL ELECTRICAL CODES AND ALL APPLICABLE FEDERAL, STATE AND LOCAL CODES AND ORDINANCES. • VERIFY EXACT LOCATION, MOUNTING HEIGHT AND ALL ELECTRICAL REQUIREMENTS OF ALL EQUIPMENT PROVIDED BY OTHERS INCLUDING BUT NOT LIMITED TO HVAC, WATER HEATERS, GENERATORS, ETC. CONTRACTOR SHALL COMPARE NAMEPLATE RATINGS OF EQUIPMENT SUPPLIED WITH THE REQUIREMENTS NOTED ON THESE DRAWINGS AND ADVISE ENGINEER OF ANY DISCREPANCY PRIOR TO ROUGH -IN AND WIRING OF EQUIPMENT. • ALL WIRING SHALL BE COPPER, THHN /THWN OR XHHW INSULATED IN CONDUIT. MINIMUM CONDUIT SIZE TO BE 1/2 ". PROVIDE INSULATED COPPER BOND WIRE ON ALL RACEWAYS SIZED PER N.E.C. ART 250. • REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATION OF LIGHTING FIXTURES. VERIFY CEILING TYPES AND PROVIDE NECESSARY MOUNTING HARDWARE TO ACCOMODATE LIGHT FIXTURES USED. PROVIDE SLOPE CEILING ADAPTERS WHERE REQUIRED. • ADDITIONAL EXIT SIGNS AND EMERGENCY LIGHTING MAY BE REQUIRED. ADDITIONAL FIXTURES SHALL BE LOCATED AS DIRECTED BY THE LOCAL BUILDING INSPECTOR OR ARCHITECT. • DUPLEX RECEPTACLES MOUNTED WITHIN 6 FEET OF SINK OR LAVATORY SHALL BE GFCI. A.D.A. NOTES LIGHT SWITCHES, ELECTRICAL OUTLETS, THERMOSTATS AND OTHER ENVIRONMENTAL CONTROLS SHALL HAVE OPERABLE PARTS OF THE CONTROLS LOCATED NO HIGHER THAN 48" AND NO LOWER THAN 15" ABOVE THE FLOOR. IF THE REACH IS OVER AN OBSTRUCTION BETWEEN 20" AND 25" IN DEPTH, THE MAXIMUM HEIGHT IS REDUCED TO 44" FOR FORWARD APPROACH OR 46" FOR SIDE APPROACH, PROVIDED THE OBSTRUCTION IS NO MORE THAN 24" IN DEPTH. OBSTRUCTIONS SHALL NOT EXTEND MORE THAN 25" FROM THE WALL BENEATH A CONTROL. IFS PANELBOARD ELEVATION 120/208V O Q r L 20.00" I, * ENCLOSURE IS 5 -3/4" DEEP PANELA Service: 120/208 Volts 3 Phase 4 Wire Cabinets: Surface Mounted Mains: 100 Amp Main Circuit B reaker 100 Total Watts: 25320 NEMA 1 REM CKT DESCRIPTION WATTS WIRE BKR A B C BKR WIRE DESCRIPTION WATTS CKT REM 8020.0 1 RTU -1 3000 4 3/60 X 1/20 12 SIGNAGE 1200 2 1,2,5 1 3 3000 X HVAC 9000.0 SPARE 9187.5 4 SIMILAR TO TYPE C W/ (2) LAMPS & RECTANGULAR APERTURE 5 3000 X 1/20 12 STOREFRONT LIGHTS 264 6 1,2,5 1,2,6 7 LIGHTS - SALES 464 12 1/20 X 1/20 12 RECEPT - SALES 540 8 SPACE SURFACE MOUNTED TWO -LAMP FLUROESCENT CHANNEL WITH 6" MAX. OVERLAP FOR INSTALLATION IN AN ARCHITECTURAL LIGHT COVE. FILL COVE FROM END TO END WITH NO DEAD SPOTS; EMERGENCY WIRING AS SHOWN 9 SPARE SPACE 1/20 X 1/20 12 RECEPT - SALES 540 10 1. 2. 3. 4. 5. 1,2,6 11 LIGHTS -SALES 433 12 1/20 X 1/20 12 RECEPT - SHOW WIN. 1500 12 1,2,6 13 LIGHTS -SALES 172 12 1/20 X 1/20 12 RECEPT - SHOW WIN. 1500 14 EXIT SIGN, LED, ACRYLIC EDGE -LIT, CEILING MOUNTED W/ 90 MIN BATTERY BACKUP 1,3 15 EXIT /EMER/NL 217 12 1/20 X 1/20 12 RECEPT - SHOW WIN. 1500 16 1 17 LIGHTS -STK RM/TLT 278 12 1/20 X 1/20 12 RECEPT - STOCK/TLT 360 18 1.2.6 19 LIGHTS -SALES 200 12 1/20 X 1/20 12 RECEPT - STEREO 1000 20 1,2,6 21 LIGHTS -SALES TRACK 120 12 1/20 X 1/20 12 RECEPT - CASH REG. 360 22 3,8 23 SPARE 1/20 X 1/20 12 RECEPT - CASH REG. 360 24 3,8 1,2,6 25 LIGHTS- PENDANTS 120 12 1/20 X 1/20 12 RECEPT -TTB 360 26 3 1,2,6 27 COVE LIGHTS 352 12 1/20 X 1/20 SPARE 28 29 SPARE 1/20 X 1/20 SPARE 30 1,2,6 31 LIGHTS- CHANDELIERS 120 12 1/20 X 1/20 SPARE 32 4 33 WATER HEATER 2080 10 2/30 X 1/20 SPARE 34 35 2080 X 1/20 SPARE 36 37 SPARE 1/20 X 1/20 SPARE 38 3 39 TIME CLOCK 100 12 1/20 X 1/20 SPARE 40 3 41 PRC-15 CNTRL PANEL 100 12 1/20 X 1/20 SPARE 42 REMARKS TOTAL LOAD PHASE 'A' 8676 1 CONTINUOUS LOAD OR LARGEST MOTOR TAKEN AT 125% TOTAL LOAD PHASE 'B' 8269 2 SMART BREAKER TOTAL LOAD PHASE 'C' 8375 3 CIRCUIT BREAKER WITH LOCK -ON DEVICE 4 CIRCUIT BREAKER CAPABLE OF BEING LOCKED IN THE TOTAL LOAD ALL PHASES 25320 WATTS OPEN POSITION 70.33 AMPS 5 THRU TIMECLOCK CONTROL ZONE A 6 THRU TIMECLOCK CONTROL ZONE B 7 NON - COINCIDENTAL LOAD (LARGEST OF CLG /HTG LOAD USED) 8 PROVIDE DEDICATED GROUND ELECTRICAL LOAD SUMMARY 120/208 3 PH - 4W LOAD DESCRIPTION CONNECTED LOAC (WATTS) DEMAND FACTOR DEMAND LOAD (WATTS) DEMAND LOAD (AMPS) LIGHTING 2740.0 1.25 3425.0 9.5 RECEPTACLES 8020.0 NOTE #1 8020.0 22.3 WATER HEATERS 4160.0 1.25 5200.0 14.4 SIGNAGE 1200.0 1.25 1500.0 4.2 MISC. 200.0 1.00 200.0 0.6 HVAC 9000.0 NOTE #2 9187.5 25.5 SIMILAR TO TYPE C W/ (2) LAMPS & RECTANGULAR APERTURE 0 0 SPACE C3 CON -TECH RAN2016MH- X3- P -120V SPACE R TO Y W ( 3) LAMPS & RS SIMILAULAR T PE APERTURE 0 0 0 SPACE D e TOTAL 25320.0 PHILIPS CDM -MR16 20W/80 10 DEGREE 27532.5 76 NOTES: 1. 100% OF FIRST 10,000 WATTS , PLUS 50% OF REMAINING LOAD. 2. 100% OF NC LOAD, PLUS 25% OF HIGHEST LOAD. LIGHT FIXTURE SCHEDULE CEILING PLAN SYMBOL LEGEND CURRENT LIMITING BREAKER SCHEDULE SYMBOL PANEL TCL -1 LAMP(S) DESCRIPTION A /AE BKR WATTS CKT DESCRIPTION 1.OA 120 21 SALES TRACK LIGHTING 3.OA 300 25 SALES PENDANT LIGHTING - IM 5.OA 500 31 SALES CHANDELIER LIGHTING CON -TECH RAN2016MH- X1- P -120V PHILIPS CDM -MR16 20W/830 25D RECESSED SQUARE APERTURE SINGLE LAMP METAL HALIDE ADJUSTABLE ACCENT LIGHT, FINISH WHITE SPACE C2 SPACE PHILIPS CDM -MR16 20W/830 25D SIMILAR TO TYPE C W/ (2) LAMPS & RECTANGULAR APERTURE 0 0 SPACE C3 CON -TECH RAN2016MH- X3- P -120V SPACE R TO Y W ( 3) LAMPS & RS SIMILAULAR T PE APERTURE 0 0 0 SPACE D e CON -TECH CTL802720MTL- P- FA- 8027- P- LF16 -CL - LT- 8- P- LA- 23T- R- P- REGI -13 PHILIPS CDM -MR16 20W/80 10 DEGREE SPACE F -42 F -66 F -90 BARTCO F -22: BFLSLM - 14/6/120 F -34: BFLSLM- 21/6/120 F -46: BFLSLM- 28/6/120 F -58: BFLSLM- 35/6/120 SPACE SURFACE MOUNTED TWO -LAMP FLUROESCENT CHANNEL WITH 6" MAX. OVERLAP FOR INSTALLATION IN AN ARCHITECTURAL LIGHT COVE. FILL COVE FROM END TO END WITH NO DEAD SPOTS; EMERGENCY WIRING AS SHOWN G SPACE (5) LDCT3WH3OK (100W LIMITING DEVICE) CORD MOUNTED DECORATIVE CHANDELIER W/ WHITE ORGANZA SHADE (34710) & CRYSTALS. 12 "x44" SIZE. UNDERSIDE OF FIXTURE AT 6' -8" A.F.F. SHADES OF LIGHT CH08056 SPACE NOTES 1. 2. 3. 4. 5. ROUTE ALL LIGHTING CIRCUITS FROM BREAKER PANEL B TO BREAKER TCL -1 PANEL, LANDING EACH LIGHTING CIRCUIT ON THE INPUT SIDE OF THE SUPPLEMENTAL "BREAKER ". WIRE FROM THE OUTPUT SIDE OF EACH SUPPLEMENTARY "BREAKER" TO THE TRACK /UGHTING FIXTURES. PROVIDE QUANTITY OF SILVER BULLET BREAKERS/ PANELS TO ACCOMMODATE ALL LIGHTING CIRCUITS. BREAKERS SHALL LIMIT FIXTURE LOAD TO AMPS SHOWN ABOVE. BREAKERS FED FROM CORRESPONDING CIRCUIT NUMBER IN PANEL INDICATED. LIGHT FIXTURE SCHEDULE CEILING PLAN SYMBOL LEGEND TYPE SYMBOL MANUFACTURER /PART # LAMP(S) DESCRIPTION A /AE LIGHTOLIER 4x4PLWHW /4x4132HU PHILIPS PL -T32W /830 /4P /ALTO RECESSED SQUARE APERTURE LENSED SINGLE LAMP COMPACT FLUORESCENT DOWNLIGHT W/ WHITE TRIM & FLANGE W/ 90 MINUTE BATTERY BACK -UP. r B /BE CON -TECH RA4439T4 -WW -120 GE CMH39T /U930GU6.5 RECESSED SQUARE APERTURE LENSED SINGLE METAL HALIDE WALL WASHER W/ WHITE TRIM & FLANGE - IM IM C CON -TECH RAN2016MH- X1- P -120V PHILIPS CDM -MR16 20W/830 25D RECESSED SQUARE APERTURE SINGLE LAMP METAL HALIDE ADJUSTABLE ACCENT LIGHT, FINISH WHITE 0 C2 CON -TECH RAN2016MH- X2- P -120V PHILIPS CDM -MR16 20W/830 25D SIMILAR TO TYPE C W/ (2) LAMPS & RECTANGULAR APERTURE 0 0 C3 CON -TECH RAN2016MH- X3- P -120V PHILIPS CDM -MR16 20W/830 25D R TO Y W ( 3) LAMPS & RS SIMILAULAR T PE APERTURE 0 0 0 D e CON -TECH CTL802720MTL- P- FA- 8027- P- LF16 -CL - LT- 8- P- LA- 23T- R- P- REGI -13 PHILIPS CDM -MR16 20W/80 10 DEGREE TRACK MOUNTED METAL HALIDE ADJUSTABLE ACCENT LIGHT, FINISH WHITE. SUPPLY WITH 8' SINGLE CIRCUIT LIGHTING TRACK AND 120 WATT CURRENT LIMITER. F -42 F -66 F -90 BARTCO F -22: BFLSLM - 14/6/120 F -34: BFLSLM- 21/6/120 F -46: BFLSLM- 28/6/120 F -58: BFLSLM- 35/6/120 PHILIPS 14W T5 21W T5 28W T5 35W T5 SURFACE MOUNTED TWO -LAMP FLUROESCENT CHANNEL WITH 6" MAX. OVERLAP FOR INSTALLATION IN AN ARCHITECTURAL LIGHT COVE. FILL COVE FROM END TO END WITH NO DEAD SPOTS; EMERGENCY WIRING AS SHOWN G (5) LDCT3WH3OK (100W LIMITING DEVICE) CORD MOUNTED DECORATIVE CHANDELIER W/ WHITE ORGANZA SHADE (34710) & CRYSTALS. 12 "x44" SIZE. UNDERSIDE OF FIXTURE AT 6' -8" A.F.F. SHADES OF LIGHT CH08056 H 1' BROAN #670 RECESSED FAN (SUPPLIED BY T.G.C.) K LIGHTOLIER SW4S232HPF12050 (2) 4' -0" T8 - 32 WATTS STOCKROOM STRIP LIGHT INSTALLED TO CEILING I L DAINOLITE 85302 - 152211 -117 (8) LDCT3WH3OK (100W LIMITING DEVICE) REAR ALCOVE DECORATIVE CHANDELIER, 22" DIAM, 14" HT., CORD MOUNTED W/ WHITE ORGANZA SHADE & CRYSTALS. M SIGN LIGHTER TBD TBD e EXC ® EXITRONIX V902- R- LB -RC -BA EXIT SIGN, LED, ACRYLIC EDGE -LIT, CEILING MOUNTED W/ 90 MIN BATTERY BACKUP EXL 1:4=11111 EXITRONIX LL90 -BLANK EMERGENCY LIGHT, CEILING MOUNTED W/ 90 MIN BATTERY BACKUP EXM ��,�pp��,,�� v�,� EXITRONIX VEX- U- BP- WH -EL90 EXIT /EMERGENCY LIGHT COMBO UNIT, CEILING MOUNTED W/ 90 MIN BATTERY BACKUP - S 0O0 .. U • . • • • ERD8,S; SB2 SPRINKLER HEADS (SEE SPRINKLER DRAWINGS FOR DETAILS) SINGLE LINE DIAGRAM SINGLE LI \E DIAGRAM NOTES 1. THE DISTRIBUTION PANELBOARD IS SUPPLIED BY THE OWNER AND INSTALLED BY THE EC. 2. INFORMATION REGARDING THIS EQUIPMENT MAY BE OBTAINED FROM BEN FACTOR AT WR CONTROLS / WESCO PH: 1- 800 - 417 -7543 3. THE PANELBOARD IS A WALL MOUNTED UNIT. THE CONTRACTOR IS RESPONSIBLE TO MAKE ALL FINAL TERMINATIONS. 4. THE TIME CLOCK IS FACTORY INSTALLED & WIRED TO THE APPROPRIATE LIGHTING ZONE. THE EC IS RESPONSIBLE FOR ALL TIME CLOCK PROGRAMMING. 5. A 24 -HOUR NOTICE WILL BE GIVEN PRIOR TO DELIVERY. 6. THE ELECTRICAL CONTRACTOR SHALL COMPLETE THE INITIAL TIME CLOCK SET -UP, PRIOR TO LEAVING THE JOB; COORDINATE HOURS OF OPERATION, INCLUDING SEASONAL TIME CHANGES AND HOLIDAY SCHEDULES, WITH THE TENANT'S STORE MANAGER AND /OR DISTRICT SALES MANAGER. TIME CLOCK IS INTERMATIC #ET- 70215C AND IS CEC TITLE 24 COMPLIANT W/ ANNUNCIATION & OVERRIDES. 7. THE ELECTRICAL SERVICE TYPE AND SIZE MUST BE APPROVED BY THE LANDLORD'S DIRECTOR OF CONSTRUCTION BEFOREHAND. 8. SHIPPING WEIGHTS: 208V IFS PANEL = 130 LBS. 9. NOTIFY ENGINEER IMMEDIATELY IF FIELD CONDITIONS DIFFER FROM PLAN LAYOUT. 10. INTEGRATED FACILITY SYSTEMS (IFS) PANEL TO BE PROVIDED BY W.R. CONTROLS / WESCO. THIS ITEM IS PROVIDED BY THE TENANT AND INSTALLED BY THE GC'S ELECTRICAL CONTRACTOR. THE GC'S ELECTRICAL CONTRACTOR IS TO CONTACT MR. BEN FACTOR AT (800) 417 -7543 TO COORDINATE DELIVERY. ADDITIONAL INFORMATION ABOUT THE IFS CAN BE FOUND AT WWW.WRCONTROLS.COM. LANDLORD (3) #8& (1) #1O GND TENANT IN 3/4 "C 60/3P/NF/WP RTU -1 NEW (4) #1 & (1) #6 GND IN 1-1/4"C. E () 3P/100A OVERCURRENT PROTECTION EXISTING METER --� 1 (E) LANDLORD DISTRIBUTION PANEL (E) PER N.E.C. GRD. r-100A ., PANEL " A" 120/208 V IG G 30, 4W REFER TO IFS PANEL GENERAL NOTES FOR ADDITIONAL INFORMATION ON ECLOCK IFS ENCLOSURE, REFER TO IFS DETAIL FOR ACTUAL DIMENSIONS AND LAYOUT. ROOF EC TO FIELD VERIFY AND IF NOT EXISTING PROVIDE #8 GRD TO BUILDING STEEL OR COPPER WATER LINE. °- SEC TO FIELD VERIFY AND IF NOT EXISTING PROVIDE #8 GRD TO BUILDING STEEL OR COPPER WATER LINE FOR ISOLATED GROUND. NOTE THE ELECTRICAL CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO BID. RECEIVED JUN 28 2011 PERMIT CENTER DON PENN CONSULTING ENGINEER 635 WESTPORT PARKWAY, SUITE 300 GRAPEVINE, TEXAS 76051 817- 410 -2858 FAX 817- 251 -8411 FLOOR STORE NO. 8/06 COPYRIGHT NOTICE: THESE DRAWINGS AND SPECIFICATIONS ARE COPYRIGHTED AND SUBJECT TO COPYRIGHT PROTECTION AS AN "ARCHITECTURAL WORK" UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.C. AS AMENDED DECEMBER 1990. THE PROTECTION INCLUDES, WITHOUT LIMITATION, THE OVERALL FORM, ARRANGEMENT AND COMPOSITION OF SPACES, AND ELEMENTS OF THE DESIGN. UNDER SUCH PROTECTION, UNAUTHORIZED USE OF THESE DRAWINGS AND SPECIFICATIONS MAY RESULT IN CESSATION OF CONSTRUCTION, BUILDING SEIZURE, AND /OR MONETARY LIABILITY. Z LLJ LLJ U 0 a_ Q (r ) LL LLJ Z Q (1) LLJ LL- (1) LLJ LLJ LLJ U ID 0 (f) CD n 00 CN 00 00 00 LLJ (1) CD C LLI L LJ 0 w DATE: 5/20/2011 SHEET: CONNECT NEW 3 /4 "CW TO EXISTING MALL COLD WATER y SUPPLY LINE. V.I.F. WALL MOUNTED LAVATORY (LAV) WH REDUCED PRESSURE BACKFLOW PREVENTER PER LL REQUIREMENTS. BALL TYPE SHUT OFF VALVE 3/4" 1/2" 1/2" INSTANTANEOUS WATER HEATER MOUNTED ON WALL LAV HWC HOT 8c COLD SCHEMATIC 6 SCALE: N.T.S. CHICAGO 442 -LK ANGLE STOP WITH LOCKSHIELD CAP. WATER HEATER DETAIL CHROME WALLCOVER AND SCREW. —► 1/8" C.I. BEND • SCALE: N.T.S. Illlllull 11=1111111b 111111 11 1 111111 4 • 4 e4' mod. a d 4d 0 WALL CLEANOUT DETAIL 3/4" CW FEED FROM ABOVE CEILING. PARTITION STOP (TYP.) MAY EXTEND AS A WASTE OR VENT NO HUB COUPLING WALL PLUGGED TEE W /CLEANOUT FLOOR LINE BALANCE OF PIPING SAME AS CLEANOUT TO GRADE. SCALE: N.T.S. TP FLOOR DRAIN TRAP PRIMER IN 12x12 ACCESS PANEL. CONNECT NEW 4" SANITARY 2� TO EXISTING MALL '. SANITARY WASTE LINE. V.I.F. WASTE & VENT SCHE vATIC SCALE: N.T.S. CONNECT TO MALL'S EXISTING SANITARY WASTE LINE. VERIFY EXACT DEPTH, LOCATION AND DIRECTION OF FLOW IN FIELD. ( 1 CONNECT TO MALL'S. EXISTING COLD WATER SUPPLY LINE. VERIFY EXACT DEPTH, LOCATION AND DIRECTION OF FLOW IN FIELD. PLUMBING FIXTURE SCHEDULE (NEW) FIXTURE SPECIFICATIONS FIXTURE CONNECTIONS FIXTURE UNITS MARK DESCRIPTION MANUFACTURER AND MODEL NUMBER FITTING ACCESSORIES/ REMARKS COLD WATER HOT WATER WASTE VENT QUANTITY OF FIXTURES WATER F.U. WASTE F.U. EACH TOTAL EACH TOTAL HWC HANDICAPPED WATER CLOSET "KOHLER" HIGHLINE LITE PRESSURE CLEAN #K -3493 FLUSH TANK 1.4 GPF VITREOUS CHINA, 17.25" HIGH ELONGATED BOWL, PROVIDE SOLID PLASTIC SEAT WITH OPEN FRONT AND COVER 1/2" - 4" 2" 1 2.0 2.0 6 6 LAV LAVATORY WALL HUNG 0.5 GPM FLOW "AMERICAN STANDARD" #0355.012 LUCERN "RELIANT" #2385.063 SINGLE LEVER FAUCET PROVIDE WITH "TRUEBRO" AND WA LINES P- TRAP LAV- WATER ER LINES INSULATION PER HANDICAP. REQMTS. AERATOR, CAST GRID STRAINER, 1 -1/4" O.D. TAILPIECE, CHROME FINISH 1/2" 1/2" 2" 1 -1/2" 1 0.5 0.5 1 1 FD FLOOR DRAIN "J.R. SMITH" #2005 -A - - ROUND TOP W/ TRAP PRIMER CONNECTION - - 2" 1 -1/2" 1 - - 3 3 TP TRAP PRIMER "PPP INC." #PRIME RITE PR -500 - - PROVIDE W/ ACCESS PANEL AND SHUT -OFF VALVE 3/8" - - - 1 - - - - WH INSTANTANEOUS WATER HEATER "CHRONOMITE" #SR -20L 4160 W HEATING ELEMENT 337 RISE FOR 0.5 GPM AT 208V/1 PHASE 1/2" 1/2" - - 1 - - - - NOTE: CONTRACTOR SHALL VERIFY QUANTITY OF PLUMBING FIXTURES REQUIRED FROM THE PLUMBING PLANS. CONTRACTOR SHALL FURNISH AND INSTALL ALL PLUMBING FIXTURES SHOWN ON THE PLUMBING PLANS LISTED OR UNLISTED ON THE FIXTURE SCHEDULE. TOTALS 2.5 10 1. PLUMBING 2. PLUMBING WHETHER HWC CO FD INSTA -HOT WATER HEATER MOUNTED ON WALL BELOW LAV. LAV CO 13\ PLUMBING FLOOR PLAN SCALE: 1/2" = 1' -0" GENERAL NOTES: 1. ALL WORK SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL CODES, LAWS, ACTS AND ALL AUTHORITIES HAVING JURISDICTION. 2. THE COMPLETED INSTALLATION SHALL BE IN ACCORDANCE WITH ALL LANDLORD'S REQUIREMENTS; APPLICABLE INDUSTRY STANDARDS OF GOOD PRACTICE AND SAFETY; AND THE MANUFACTURER'S STRICTEST RECOMMENDATIONS FOR EQUIPMENT AND PRODUCT APPLICATION AND INSTALLATION. 3. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS, LICENSES, DOCUMENTS AND SERVICES RELATED TO INSTALLATION OF THE WORK. 4. PRIOR TO SUBMITTING A PROPOSAL, THE CONTRACTOR SHALL VISIT THE SITE AND THOROUGHLY INSPECT ALL EXISTING CONDITIONS TO INSURE THAT THE WORK REPRESENTED ON THE DRAWINGS AND IN THESE SPECIFICATIONS CAN BE INSTALLED AS INDICATED. 5. ALL WORK SHALL BE LOCATED TO AVOID CONFLICTS WITH OTHER TRADES AND PROVIDE ADEQUATE CLEARANCE FOR ARCHITECTURAL DESIGN, PROPER OPERATION AND SERVICE OF EQUIPMENT. 6. SOIL AND VENT PIPE SHALL BE CAST IRON NO -HUB PIPE. 7. COPPER PIPE SHALL BE USED FOR ALL WATER PIPING EXCEPT SERVICE FROM METER TO BUILDING. TYPE "L" HARD DRAWN COPPER SHALL BE USED FOR PIPE NOT SET UNDER CONCRETE. TYPE "K: SOFT COPPER SHALL BE USED FOR PIPING UNDER CONCRETE. FITTINGS SHALL BE WROUGHT COPPER THROUGHOUT. 8. INSULATE HOT Sc COLD WATER LINES WITH 1/2" THICK "ARMAFLEX" INSULATION. 9. SLOPE ALL SEWER LINES AT 1/4" PER FOOT MIN., UNLESS OTHERWISE NOTED. NOTE: PRIOR TO CONSTRUCTION/ BID THE CONTRACTOR SHALL VISIT THIS SITE AND FIELD VERIFY THE EXISTING LOCATIONS AND SIZES OF PLUMBING LINES AND FLOW DIRECTION. THE CONTRACTOR SHALL FIELD VERIFY ANY/ CONDITIONS WHICH MAY CONFLICT WITH THE DESIGN SHOWN ON THESE PLANS. NOTIFY ARCHITECT. .--- ' PLUMBING SYMBOL LIST SYMBOL DESCRIPTION SYMBOL DESCRIPTION SOIL WASTE LINE (W) —I•<— SHUT OFF VALVE (GATE) — - - - VENT LINE (V) —I/— CHECK VALVE COLD WATER (C.W.) —III— UNION — HOT WATER (H.W.) LUBRICATED PLUG VALVE — — —I -- — • • • - HOT WATER RETURN HOSE BIBB (H.B.) -)1 GAS LINE -- BRANCH RISE OFF MAIN — G — —TW— TEMPERED WATER 0 S.C.O. SURFACE CLEANOUT DRAIN LINE 0 F.C.O. FLOOR CLEANOUT — D — BUILDING SEWER —I1— GLOBE VALVE 1 1 1 1 2 FLOOR DRAIN (F.D.) —I b 1— BALL VALVE a FLOOR SINK (F.S.) - R.D.L. - ROOF DRAIN LEADER QQ ROOF DRAIN (R.D.) - 0.D.L. - OVERFLOW DRAIN LEADER Q OVER FLOW DRAIN —CD— CONDENSATE DRAIN LINE —I WCO WALL CLEANOUT —ICW— INDUSTRIAL COLD WATER e POINT OF CONNECTION NOTE: ONLY THOSE SYMBOLS SHOWN ON THE DRAWING APPLY RECEIVED JUN 28 2011 PERMIT CENTER DON PENN CONSULTING ENGINEER 635 WESTPORT PARKWAY, SUITE 300 GRAPEVINE, TEXAS 76051 817 - 410 -2858 FAX 817 - 251 -8411 STORE NO. 8/06 COPYRIGHT NOTICE: THESE DRAWINGS AND SPECIFICATIONS ARE COPYRIGHTED AND SUBJECT TO COPYRIGHT PROTECTION AS AN "ARCHITECTURAL WORK" UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.C. AS AMENDED DECEMBER 1990. THE PROTECTION INCLUDES, WITHOUT LIMITATION, THE OVERALL FORM, ARRANGEMENT AND COMPOSITION OF SPACES, AND ELEMENTS OF THE DESIGN. UNDER SUCH PROTECTION, UNAUTHORIZED USE OF THESE DRAWINGS AND SPECIFICATIONS MAY RESULT IN CESSATION OF CONSTRUCTION, BUILDING SEIZURE, AND /OR MONETARY LIABILITY. LLJ LLJ U U 0_ 0 C1) LL_I W U 0 I" LLJ LL_ (f) LLJ N) MALL - SPACE LLJ LLJ 0 0 00 N n_ CJ W )I W rTh DATE: SCALE: DRAWN BY: 5/20/2011 SHEET: As Noted