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Permit D11-306 - WESTFIELD SOUTHCENTER MALL - LUSH - TENANT IMPROVEMENT
LUSH FRESH HANDMADE COSMETICS 507 SOUThCENTER MALI. Di 1-306 �J��IILA wqs City olkukwila of Z Department of Communi0 Development a 1 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 1906 Inspection Request Line: 206 - 431 -2451 Web site: http: / /www.TukwilaWA.gov DEVELOPMENT PERMIT Parcel No.: 9202470010 Address: 507 SOUTHCENTER MALL TUKW Suite No: Project Name: LUSH FRESH HANDMADE COSMETICS Permit Number: D11 -306 Issue Date: 10/21/2011 Permit Expires On: 04/18/2012 Owner: Name: WESTFIELD PROPERTY TAX DEPT Address: PO BOX 130940 , CARLSBAD CA 92013 Contact Person: Name: MIKE SLEVIN Address: 8920 SHAUGNESSY ST , VANCOUVER CANADA VGP -345 Contractor: Name: CRAIG'S BUILDING SERVICES Address: 11518 E ALKI , SPOKANE WA 99206 Contractor License No: CRAIGBS925NN Phone: 604 263 -6601 Phone: 509 - 927 -7279 Expiration Date: 08/22/2013 DESCRIPTION OF WORK: INTERIOR FINISH OUT (TENANT IMPROVEMENT) LIMITED TO 650 SF IN EXISTING MALL Value of Construction: $90,000.00 Fees Collected: $2,264.01 Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2009 Type of Construction: IIB Occupancy per IBC: 0019 Electrical Service Provided by: PUGET SOUND ENERGY * *continued on next page ** doc: IBC -7/10 D11 -306 Printed: 10 -21 -2011 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Size (Inches): 0 Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N Permit Center Authorized Signature: G` ` Date: 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 pe Signature: Print Name: tab -4 Yd is c_ 77.7 Date: le)—?..1 This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ** *BUILDING DEPARTMENT CONDPPIONS * ** 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 D11-306 Printed: 10 -21 -2011 7: Ventilation is required for all new rooms paces of new or existing buildings and shal " in conformance with the International Building Code and the WashinWState Ventilation and Indoor Air Quality Col. 8: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 9: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 10: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 11: ** *FIRE DEPARTMENT CONDITIONS * ** 12: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 13: The total number of fire extinguishers required for 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) 14: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand -held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 15: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) 16: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 17: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4 -3, 4 -4) 18: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 19: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 20: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.8.1) 21: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 22: Aisles leading to required exits shall be provided from all portions of the building and the required width of the aisles shall be unobstructed. (IFC 1013.4) 23: Maintain sprinlder coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinkler heads. (IFC 901.4) 24: 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) 25: 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 sprinlder systems and all modifications to sprinlder systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer doc: IBC -7/10 D11 -306 Printed: 10 -21 -2011 licensed by the State of Washington and ap ed by the Fire Marshal prior to submittal to t Tukwila Fire Prevention Bureau. No sprinkler work shall commence out approved drawings. (City Ordinance N 50). 26: 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.) 27: 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) 28: 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) 29: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 30: 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. 31: Post address on storefront per approved Westfield standards. 32: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 33: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 34: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: IBC -7110 D11 -306 Printed: 10 -21 -2011 CITY OF TUKWILA Community Development Department Public ''Works Deparbnent Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila; WA 98188 http://www.TukwilaWA.gov Building Permit No. Mechanical Permit No. Plumbing/Gas Permit No. Public Works Permit No. Project No. (For office use only) Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION Site Address: (? King Co Assessor's Tax No.: S e , u Tv 1 a wA S to N u l ber'. Tenant Name: 75)-1 tf „A ay.),P.ctr <110 S'A4 1 C New Tenant: Property Owners Name: W� f , Mailing Address: 11 60 1 av 13. -sri 10a-• j 1 l' -� Floor: - _� ` 4' Yes ❑..No City State Zip CONTACT PERSON — who do we contact when your permit is ready to be issued Name :_ i 'l � V 1 N Mailing Address: S 9 2r) A VC N cam 1 E -Mail Address: Si Day Telephone: 664= 9 3 ° 0E o i V A N ( . ; ; Q v ' 't°'P1.4AVA- V6 — 3;1c. City State Zip Fax Number: cc's" ; 2 `l r (1 a GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: P .1>'t? Mailing Address: City Contact Person: Day Telephone: _ _ __ _- E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: State Zip ARCHITECT OF RECORD = All plans must be stamped iby Architect ot• Record Company Name P-1-1,19 1\09 M c. f f5 t 2 l rre Mailing Address: 1 NI F-1 Contact Person: -- �l� CI A t4 v S S l<,� E -Mail Address: tl c, rrIZI.4 ,N 3 TL)t City Day Telephone: '90 Fax Number: 6 1 T7�t 0f� State Zip c c; ' 6c16 LTt 9 1 ENGINEER'OF RECORD = All plans must be stamped by Engineer of Record Company Name: Mailing Address: Contact Person: 4' ( 4 o me) v" � e "7`? ' inn+.L,4 S' Tx . City State Zip • Day Telephone: 2- 1 4. 7-;'`) t 73-9-9 c1 E -Mail Address:- ') eE tkw- C 4.141 �. �� t� � �� S � o±k--a Fax N �' umber: I ef- - —t H:\Applications\Fonns= Applications On Line \20I0 Applications \7 -2010 - Permit Appltcanon.doc Revised: 7 =2010 bh Page 1 of 6 rBUILDING PERMIT INFOON — 206 -431 -3670 g Building /A- Valuation of Project (contractor's bid price): $ 0,00 0 Existin Buildin Valuation: $ � Scope of Work (please provide kailed information): 14 1 ° I FIN i S}1 01/T ('T1C NT 1 M erZO V� nn> N S' L i M r'T Y ro GC2O f 1 Pt e)c-I S'71 Iv& M i41 . Will there be new rack storage? ❑ Yes o If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of fl able, combustible or hazardous materials in the building? ❑ Yes No If "yes', attach list of materials and storage locations on a separate 8 -1 /2 "x 11" paper including quantities and Material Saf Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System – For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Fomis- Applications On Line \2010 Applications \7 -2010 - Permit Applieation.doc Revised: 7 -2010 bh Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC CI Floor MALL- CoCD ' 4 — Co 2nd Floor 3'd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of fl able, combustible or hazardous materials in the building? ❑ Yes No If "yes', attach list of materials and storage locations on a separate 8 -1 /2 "x 11" paper including quantities and Material Saf Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System – For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Fomis- Applications On Line \2010 Applications \7 -2010 - Permit Applieation.doc Revised: 7 -2010 bh Page 2 of 6 • • PERMIT APPLICATION NOTES — Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDIN eke WNER R AUTH RIIZ..E //D AGENT: Signature: 11256— /� i Date: 6q76 7/ /t Print N. jr0P-1 5C077 712(`STF(L Mailing Address: Z &GO 6o UT-/ -!C�✓ d 4 j3L ✓D. Date Application Accepted: Day Telephone: 32. 3 - 351 %Ug, kJ/ LA- wA "kags- City State Zip Date Application Expires: H :\Applications\Fmms-Applications On Line\2010 Applications \7 -2010 - Permit Application.doc Revised: 7 -2010 bh Oil 01M-- l'L Staff Initials: Page 6 of 6 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.TukwilaWA.00v RECEIPT Parcel No.: 9202470010 Permit Number: D11-306 Address: 507 SOUTHCENTER MALL TUKW Status: APPROVED Suite No: Applied Date: 09/07/2011 Applicant: LUSH FRESH HANDMADE COSMETICS Issue Date: Receipt No.: RI 1 -02313 Initials: WER User ID: 1655 Payment Amount: $1,373.90 Payment Date: 10/21/2011 11:48 AM Balance: $0.00 Payee: MICHAEL BECK (VIA PHONE) TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 193797 ACCOUNT ITEM LIST: Description 1,373.90 Account Code Current Pmts BUILDING - NONRES 000.322.100 STATE BUILDING SURCHARGE 640.237.114 Total: $1,373.90 1,369.40 4.50 doc: Receiot -06 Printed: 10 -21 -2011 Ciff of Tukwila, Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206-431-3665 Web site: hit° : //www. ci. tukwila. wa. us SET RECEIPT RECEIPT NO: R11 -01950 Initials: JEM Payment Date: 09/07/2011 User ID: 1165 Total Payment: 1,074.21 Payee: LUSH COSMETICS LLC SET ID: S000001574 SET NAME: Tmp set/Initialized Activities SET TRANSACTIONS: Set Member D11 -306 EL11 -0838 M11 -125 PG11 -133 TOTAL: Amount 890.11 70.83 85.71 27.56 890.11 TRANSACTION LIST: Type Method Description Amount Payment Check 19367 1,074.21 TOTAL: 1,074.21 ACCOUNT ITEM LIST: Description Account Code Current Pmts ELECTRICAL PLAN - NONRES 000.345.832.00.0 PLAN CHECK - NONRES 000.345.830 TOTAL: 70.83 1,003.38 1,074.21 INSPECTION RECORD ': -2.J=-. '''' ,_ IYNS ECTION NO. PERMIT NO. Retain a copy with permit . CITY OF TUKWILA BUILDING DIVISION R' 6300 Southcenter Blvd., #100, Tukwila. WA 98188 , (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project:m‘it ocAtzti cc? Type of Inspection: ti i Address: Date Called: 111WI Special Instructions: 'l"ClI- ' WILL e l'•o PIA lltVIge Date Wanted: 1111' � Requester: --- Phone No: W-S Slit Approved per applicable codes. - Corrections required prior to approval. , COMMENTS: if) 0404 Stlee 7,05 364ps...eve41/4° 419489 It9p4P IA S 40-strfo Ar7 de- • Inspector: Date: ,040 ❑ REIN E(3TION FE RE P'� IRED. Prior to next inspection: fee must • e . •paid 6300 Southcenter Blvd., Suite 100. Call to schedute reinspection. • INSPECTION RECORD Retain a copy with permit INSPECTCON NO. PERMIT NO. Al CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: L_z 1S+t Type of Inspection: w13 Address: 5O7 sc..,4 ,44/ Date Called: Special Instructions: 0 .55/4 7—°1W c� �� r�I► Date Wanted:. / / r- 3' (% '�a:rr, p.m. Requester: Phone No: 360o-9.g =IS- 28` Approved per applicable codes. �Corrections required prior to approval. COMMENTS: Inspector 1Date: � t next inspection, fee mus ri REINSPECTION FEE REQUIRED. Prior to ne p 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 Permit Inspection Request Line (206) 431 -2451 (206) 431 -3670 Project: -S k Type of Inspection: �p w.g Add,..1) ress: Date Called: Special Instructions: ' Date Wanted:. c_ as m:_ rf -7- I( p.m. Requester: Phone , -�Ai -75-ZS J JApproved per applicable codes. 11- Corrections required prior to approval. COMMENTS: -D; 7 t ■Akkr5- Insp'ctor: �.4 Date1 L ❑ REINSPECTION FEE REQUIRED. Prior to next inspection.'fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. - • o- INSPECTION RECORD Retain a copy with permit INSPECTIO NO. • PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -367 Permit Inspection Request Line (206) 431 -2451 Ott _30c0/ Project t� T Type Inspection; AA G Addre5s: D Date Called: _-- Special Instructions: D Date Wanted:. r- -9--1I t p.m. Requester: Phone o: 4 4 —r? S 2 22 f C' Approved per applicable codes. Corrections required prior to approval. COMMENTS: L• Date: / ( A,, ( / REINSPECTION.FEE REQUIRED' Prior to next inspection. fee must be paid at.6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. 3 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit del - 3" PERMIT NUMBERS —�: CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Project: L ci s ii Type of Inspection: 'c_- F'4u ( Address: SP '7 5 e X41 L Suite #: Contact Person. . d Special Instructions: Phone No.: 34 1) r7 7,(2-1( Approved per applicable codes. Corrections required prior to approval. COMMENTS: Fitz_ f - 1 Ca 4), TT /141 S 5,-5.440-z- ,Asr r a. Needs Shift Inspection: ' Sprinklers: Date: Fire Alarm: Hood & Duct: / Monitor: Pre -Fire: / Permits: Occupancy Type: Inspector: /.--";11c3 Date: ///2.3/// Hrs.: / $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from e " ity of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: 1 Company Name: Address: City: 1 State: 1 Zip: Word /Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 •z �:rrc........ • .°-- . . .T INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit • • .. • .. M 0//- PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Project: L„ 3 IN to) J% -,- s Sprinklers: Tye of Inspection: F,- Fk �, c.1, SPA F� h4 1 Address: 3-0 -, s6 m li j Suite #: Monitor: Contact Person: Special Instructions: 1 Phone No.: MApproved per applicable codes. Corrections required prior to approval. COMMENTS: f )4 h ok SPA Fih� I ok Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: 4,,1 51 / Date: //-.))-- / 1 Hrs.: f $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: I Zip: Word /Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 INSPECTIO4 NUMBS • � INFECTION RECORD Re in a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTM NT 444 Andover Park Eat, Tukwila, Wa. 98188 206 - 575 -4407 Project: = ..1_ k !? W ." Fire Alarm: Type of Inspection: • `5 40 Gov -¢,5 Monitor: Pre -Fire: Address: ... O Suite #: 5 C _ axe (..... Contact Person: k Special Instructions: r Phone No.: ' i FYI- Approved per applicable codes. Corrections required prior to approval. COMMENTS: Ok - m C..ex.,-fir' ii Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: Date: Ii / y/%f Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: I Zip: Word /Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 • 2009 Washington State Energy Code Compliance Form for Nonresidential and Multifamily Residential Interior fin �gSummar 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential INT': R Project Info Project Address Date Sept 26, 2011 South Center Space 670 For Building Department Use FILE C PY ^a• ,--- 633 South Center, Tukwila, WA. Applicant Name: Mike Slevin Applicant Address: 8920 Shaughnessy St. Vancouver CanadaA-- ,--- "^ Applicant Phone: 853 Electrical 101 Project Description ❑ Plans Included requirements. ❑ New Building ❑ Addition B4 Alteration Refer to WSEC Section 1513 for controls and commissioning Compliance Option 0 Prescriptive cLighting Power Allowance 0 Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) Alteration Exceptions (check appropriate box - sec. 1132.3) ❑ No changes are being made to the lighting and space use not changed Ei Less than 60% of the fixtures new, installed wattage not increased, & space use not changed. Maximum Allowed Lighting Wattage Location (floor plan /room #) Occupancy Description Allowed Watts per ft2** Gross Interior Area In ft2 Allowed x Area Sales 100 Retail 1.33 641 853 Electrical 101 Electrical Room .80 14 11 E1.0 Sales 100 Fluor Track (CL -1 = 5A x 120V = 600W) 600 rom Table 1 -1 (over) - document li except p on form L -LP Proposed Lig ting a -ag Total Allowed Watts .xo Location (floor plan /room #) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed E1.0 Sales 100 Low Voltage Down Light Type 'A' 8 37 296 E1.0 Sales 100 Fluor Track (CL -1 = 3A x 120V = 3601N) 360 E1.0 Sales 100 Fluor Track (CL -1 = 5A x 120V = 600W) 600 E1.0 Sales 100 Fluor Pendant Type 'C' 4 35 140 E1.0 Elect 101 Fluor Strip Type 'D' 1 32 32 otal Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts 1,500 Notes: 1. For proposed Fixture Description, indicate fixture type, lamp type (e.g. T-8), number of lamps in the fixture, and ballast type (if included). For track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast Information. 2. For proposed Watts/Fixture, use manufacturer's listed maximum input wattage of the fixture (not simply the lamp wattage) and other criteria as specified In Section 1530. For line voltage track lighting, list the greater of actual luminaire wattage or length of 50, or as applicable, the wattage of current limiting devices or of the transformer. For low voltage track lighting REVIEVVEDFOR orme r rated wattage. CODE COIVVt.IH{, e. For exempt lighting. note section and exception number, and leave Watts /Fixture blank. APPROVED OCT 19 2011 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA SEP 2 0 2011 PERMIT CENTER CORRECTIOR! LTR# 30\0 zuua vvasnington State tnergy (o0e QOM 'lance i-orm for Ivonreslaentlal ana Multltamily Keslaentlai tin 2009 2009 Washington State Energy Code Compliance Forms for Nonresidential and MultlfamiI 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 it the space is not limited by Code. Clearly indicate these spaces on plans. If not qualified, do LPA Calculations. Lighting Fixtures: (Section 1521) ❑ Check if 95% or more of fixtures comply with 1,2 or 3 and rest are ballasted. 1. Fluorescent fixtures with a) 1 or 2 two lamps, ) b) reflector or louvers, c) 5-60 watt T -1, T -2, T-4, T -5, T -8, or CFL lamps, and d) hard -wired electronic dimming ballasts. Screw -in CFL fixtures and tracking lighting do not qualify. 2. Metal Halide with a) reflector b) ceramic MH lamps < =150w c) electronic ballasts 3. LED lights. -1 llnit Lighting Power Allowance (LP Use' LPA` {Wife) 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)5 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 /bars& 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 Submltted 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 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. 0.8 watts per square foot of sales floor area not listed in items 11 and iii below; ii. 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, ii, or iii above, and the adjoining circulation paths shall be identified and specified on building plans. Calculate the additional power allowance by multiplying the above LPDs by the sales floor area for each department excluding major circulation paths. The total additional lighting power allowance is the sum of allowances for sales categories!, 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. This additional lighting power is allowed only if the lighting is actually installed. 11) Provided that a floor plan, indicating rack location and height, is submitted, the square footage for a warehouse may be defined, for computing the interior Unit Lighting Power Allowance, as the floor area not covered by racks plus the vertical face area (access side only) 2009 Washington State Energy Code Compliance Form for Nonresidential and Multifamily Residential • in'g Powgr ;li®waneje tisfirrents 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Project Address 1 633 South Center Space 670 Tukwila, WA. Revised November 2010 Date Sept. 26, 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. Adjusted Lighting Power Allowances (Interior Location (floor plan/room #) Occupancy Description Allowed Watts per ft2** Ceiling Height for this room Ceiling Height limit for this exception" Adjusted LPA Watts per ft2 E1.0 Sales 100 See table 15 -1 Footnote 5 864 11' -6" 9' -0" (5) 17 E1.0 Sales 100 See Table 15 -1 Footnote 10ii 1.4 (10ii) 123 172 E1.0 Sales 100 See Table 15 -1 Footnote 10 a & b. 1,000 " From Table 15-1 based on exceptions listed in footnotes LUU`J VV215rilri Jt iLe clici ley 4vue I IIJIIC21 iL.a rui111 w. rvuu. C301‘.021 urm cm* u n sumac. n y .w....w n.... .). 1'.iF \, ti tor 2009 Washington State Energy Code Compliance Forms .� 'u 4 • Yf !. _ W. P tans Checklistz T CHK for Nonresidential and Multifamily Residential Revised November 2010 Project Address 633 South Center Space 670 Tukwila, WA. Date Sept 26, 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) Yes 1513.1 Local control /access Schedule with type, indicate locations Yes 1513.2 Area controls Maximum limit per switch E2.0 Yes 1513.3 Daylight zone control Schedule with type and features, indicate locations E1.0 N.A. vertical glazing Indicate vertical glazing on plans N.A. overhead glazing Indicate overhead glazing on plans N.A. 1513.4 Display /exhib /special Indicate separate controls N.A. 1513.5 Exterior shut -off Schedule with type and features, indicate location Yes (a) timer w/backup Indicate location E1.0 N.A. (b) photocell. Indicate location Yes 1513.6 Inter. auto shut -off Indicate location E1.0 N.A. 1513.6.1 (a) occup. sensors Schedule with type and locations Yes 1513.6.2 (b) auto. switches Schedule with type and features (back -up, override capability); Indicate size of zone on plans E1.0 N.A. 1513.7 Hotel /motel controls indicate location of room master controls 1513.8 Commissioning Indicate requirements for lighting controls commissioning EXIT SIGNS (Section 1514) Yes 1514 Max. watts Indicate watts for each exit sign 5 E1.0/2.0 LIGHTING POWER ALLOWANCE (Section 1530 -1532) Yes 1531 interior Lighting Summary Form Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture N.A. 1532 Exterior Lighting Summary Form Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture MOTORS (Section 1511) Yes 1511 Elec motor efficiency MECH -MOT or Equipment Schedule with hp, rpm, efficiency M2.0 TRANSFORMERS (Section 1540) N.A. 1540 'Transformers 'Indicate size and efficiency I If "no" is circled for any question, provide explanation: HERMIT COORD CORY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D11 -306 DATE: 10/14/11 PROJECT NAME: LUSH FRESH HANDMADE COSMETICS SITE ADDRESS: 507 SOUTHCENTER MALL Original Plan Submittal X Response to Correction Letter # 2 Response to Incomplete Letter # Revision # after Permit Issued DEPARTMENTS:`` Building Division 1ii._ Public Works t` Fire Prevention Structural Planning Division Permit Coordinator n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete 5 Incomplete DUE DATE: 10 /18 /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 Structural Review Required n No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 11/15/11 Approved ❑ Approved with Conditions ql 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 PERMIT COORD COPS PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D11 -306 DATE: 09/26/11 PROJECT NAME: LUSH FRESH HANDMADE COSMETICS SITE ADDRESS: 507 SOUTHCENTER MALL Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # after Permit Issued DEPART ENT : Wui ding Division (' L`-` 1 Public Works Fire Prevention Structural Planning Division ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete %] Comments: Incomplete n DUE DATE: 09/29/11 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route 17:1 Structural Review Required n REVIEWER'S INITIALS: No further Review Required DATE: APPROVALS OR CORRECTIONS: Approved Notation: REVIEWER'S INITIALS: Approved with Conditions DUE DATE: 10/27/11 Not Approved (attach comments) k- DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 HERMIT COORD COP` PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D11 -306 DATE: 09/07/11 PROJECT NAME: LUSH FRESH HANDMADE COSMETICS SITE ADDRESS: 507 SOUTHCENTER MALL X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # after Permit Issued DEPART ENT : bL �ev� c .) �� uilding Division nn rc Wo /k Structural 41411 ire Prevention A?-- NJA q-4-0 Planning Division ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete DUE DATE: 09/08/11 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 T Structural Review Required REVIEWER'S INITIALS: No further Review Required DATE: APPROVALS OR CORRECTIONS: DUE DATE: 10/06/11 Approved Approved with Conditions ri Not Approved (attach comments) 'P Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: t Departments issued corrections: Bldg 15k Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http : / /www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Plan Check/Permit Number: D 11 -3 06 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 2- ❑ Revision # after Permit is Issued RE CaCEIV nof NnA ❑ Revision requested by a City Building Inspector or Plans Examiner on- 1 2011 Project Name: Lush Fresh Handmade Cosmetics PERMITCENTER Project Address: 507 Southcenter Mall Contact Person: Christine Farrell Phone Number: (214) 987 =1902 Summary of Revision: Completed Seattle Energy Code. Added current limiting panel for the track lighting, E1.0 and E2.0. Added limits of retail area to drawing E1.0. Provided for separate daylighting control, E1.0, and commissioning of time clock, E2.0. Sheet Number(s): E1.0 and E2.0 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: 1 Entered in Permits Plus on `C\ \applications\forms- applications on Iine\revision submittal Created: 8 -13 -2004 Revised: 4* City of :Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206=431 -3670 Fax: 206 -431 -3665 Web site: http : / /www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Plan Check/Permit Number: D1 1 306 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ID Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Lush Fresh Handmade Cosmetics Project Address: 507 Southcenter Mall Contact Person: Christine Farrell _ Phone Number: (214) 987 =1902 SEP262011 ' CENTER Summary of Revision: Completed Seattle Energy Code. Added current limiting panel for the track lighting, E1.0 and E2.0. Added limits of retail area to drawing E1.0. Provided for separate daylighting control, E1.0, and commissioning of time clock, E2.0. Sheet Number(s): E1.0 and E2.0 "Cloud" or highlight all areas of including date of revision Received at the City of Tukwila Permit Center by: JI" Entered in Permits Plus on \applications \forms - applications on linarevision submittal Created: 8 -13 -2004 Revised: LUSH FRESH HANDMADE COSMETICS TUKWILA BUILDING DIVISION Allen Johannessen, Plan Examiner Date: October 10, 2011 Project Name: Lush (Fresh Handmade Cosmetics Permit #: 011 =306 Plan RevieW: Alien Johannessen; Plans Examiner Please find enclosed Set of Drawings for review and approval: We are in receipt of the review comments (10/04/2011) concerning Building Division and have the following responses concerning the outstanding item "s in blue. 1. The requested lighting budget form shows the allowed watts almost double the allowable wattage for this space. In addition the electrical room "allowed watts used" shows ".80" which is for "transportation use" on Table 15 =1. Please provide a revised lighting budget form with the ;proposed lighting in conformance with the current 2009 Washington State Energy code compliance form. Total proposed Watts shall be at or less than the allowed watts. The lighting budget form shows the allowed watts almost double the allowable wattage, however, the footnotes at the bottom of the page have some allowances that we are able to use for our space. The particular notes concerning our allowances are called out on the form. The energy code used is the 2009 Washington State Energy Code sent to us by the mall personnel. The .8 lighting load for the electrical room is Table 15 -1 "Unit Lighting Power Allowance ", the last line on the ride side; "common spaces ". There is not a category for electric rooms so this one was Used If this is incorrect please let us know which is correct: According to this table there is not a lower allowance except for parking garages and this is not a parking garage. 2. The storefront glazing shows corner glazing butting together. Where one or more sides of any pane of glass are not firmly supported, or are subjected to unusual load conditions, detailed construction documents, detailed shop drawings and analysis or test data assuring safe performance for the specific installation shall be prepared by a registered design professional. Provide those details for the unsupported vertical glazing edges. (IBC 2403.2, 2403.3 & 2403.4) Please reference Sheet A =2.1 delta 4. We have added (3) 90 degree stainless steel clips at the corner glazing butting together for support. City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director _i. 2:908 October 5, 2011 Mike Slevin 8920 Shaugnessy St Vancouver, BC VGP -345 Canada RE: Correction Letter #2 Development Permit Application Number D11 -306 Lush Fresh Handmade Cosmetics — 507 Southcenter Mall Dear Mr. Slevin, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time the Fire, Planning and Public Works Departments have no comments. Building Department: Allen Johannessen at 206 433 -7163 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and, will not be accepted ,tbtroneh the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, Bill Rambo Permit Technician encl File No. D11 -306 W:\Permit Center \Correction Letters \2011\DI 1 -306 Correction Letter #2.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206 - 431 -3665 Tukwila Building Division Allen Johannessen, Plan Examiner Building Division Review Memo Date: October 5, 2011 Project Name: Lush Fresh Handmade Cosmetics Permit #: D11 -306 Plan Review: Allen Johannessen, Plans Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. The requested lighting budget form shows the allowed watts almost double the allowable wattage for this space. In addition the electrical room "allowed watts use" shows ".80" which is for "transportation use" on Table 15 -1. Please provide a revised lighting budget form with the proposed lighting in conformance with the current 2009 Washington State Energy code compliance form. Total proposed Watts shall be at or Tess than the allowed watts. 2. The storefront glazing shows comer glazing butting together. Where one or more sides of any pane of glass are not firmly supported, or are subjected to unusual Toad conditions, detailed construction documents, detailed shop drawings and analysis or test data assuring safe performance for the specific installation shall be prepared by a registered design professional. Provide those details for the unsupported vertical glazed edges. (IBC 2403.2, 2403.3 & 2403.4) Should there be questions conceming the above requirements, contact the Building Division at 206 -431 -3670. No further comments at this time. • Page 1 • City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director September 14, 2011 Mike Slevin 8920 Shaugnessy St Vancouver, BC VGP -345 Canada RE: Correction Letter #1 Development Permit Application Number D11 -306 Lush Fresh Handmade Cosmetics — 507 Southcenter Mall Dear Mr. Slevin, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time the Fire, Planning and Public Works Departments have no comments. Building Department: Dave Larson at 206 431 -3678 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, Bill Rambo Permit Technician encl File No. D 11 -306 W:\Permit Center\Correction Letters\2011\1)11 -306 Correction Letter #1.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 � 1 � Tukwila Building Division Dave Larson, Senior Plan Examiner Building Division Review Memo Date: September 12, 2011 Project Name: Lush Fresh Handmade Cosmetics Permit #: D11 -306 Plan Review: Dave Larson, Senior Plans Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. 1. Please provide an interior lighting budget form provided through the Washington State Nonresidential Energy Code. The form you provided is not applicable to Washington. The Washington form can be found on the Northwest Energy Efficiency Council website. Google NEEC. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. Contractors or Tradespeople Pr er Friendly Page • General /Specialty Contractor A business registered as a construction contractor with LEJ 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 CRAIG'S BUILDING SERVICES UBI No. 601899897 Phone 5099277279 Status Active Address 11518 E Alki License No. CRAIGBS925NN Suite /Apt. License Type Construction Contractor City Spokane Effective Date 8/15/2008 State WA Expiration Date 8/22/2013 Zip 99206 Suspend Date County Spokane Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company DEARHEART CONSTRUCTION INC er Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status DEARHCI022RN DEARHEART CONSTRUCTION INC Construction Contractor General Unused 12/15/1998 12/15/2003 Archived SWANSC'120JE SWANSON CONSTRUCTION Construction Contractor General Unused 4/5/1988 4/5/1999 Archived DEARHDH011NJ DEARHEART DESIGN HOMES Construction Contractor General Unused 8/11/1999 8/22/2009 Inactive Business Owner Information Name Role Effective Date Expiration Date SWANSON, ELAINE MAY President 08/15/2008 Bond Amount SWANSON, DONALD CRAIG Secretary 08/15/2008 CLB2713036 Bond Information Page 1 of 2 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 7 PLATTE RIVER INS CO CLB2713036 07/30/2010 Until Cancelled $12,000.0004/11 /2010 6 CAPITOL INDEMNITY CORP CLB1901292 07/30/2008 07/30/2010 $12,000.0007/22 /2008 5 AMERICAN CONTRACTORS INDEM CO 100029304 07/30/2007 Until Cancelled 08/15/2008 $12,000.0008/20 /2007 4 PLATTE RIVER INS CO 41074925 07/30/2006 Until Cancelled 08/20/2007 $12,000.0007/26 /2006 3 CBIC FB8723 10/14/2004 Until Cancelled 07/30/2006 $12,000.0010/25 /2004 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 6 Safeco Ins Co of America 01C148296510 05/13/2011 05/13/2012 $1,000,000.0006 /14/2011 5 AMERICAN STATES INS 01CH5752494 07/03/2008 07/03/2011 $1,000,000.0006 /25/2010 4 AMERICAN STATES INS CO 01CH575249 12/15/2007 12/15/2008 $1,000,000.00 12/03/2007 3 AMERICAN STATES INS CO 01CC649097 12/15/2003 12/15/2007 $1,000,000.00 11/30/2006 Summons /Complaint Information No unsatisfied complaints on file within prior 6 year period https://fortress.wa.gov/lni/bbip/Print.aspx 10/21/2011 S H FRESH HANDMADE COSMETICS SOUTHCENTER SPACE #670 507 Southcenter Tukwila, WA 98188 PROJECT LOCATION NORDSTROM 0 mcols �000 yr 0 0 0 D ❑ Ei] LUSH COSMETICS - SPACE #670 macy*s LUSH COSMETICS - SPACE #670 GENERAL NOTES 1. CONTRACTOR /BIDDER TO VISIT SITE AND FIELD VERIFY EXISTING CONDITIONS PRIOR TO BIDDING AND CONSTRUCTION. 2, CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, TOOLS, AND INCIDENTAL PARTS AND MATERIALS EVEN IF NOT SPECIFICALLY NOTED ON THE PLANS, FOR A COMPLETE OPERATIVE INSTALLATION. 3, THOSE ITEMS NOTED N.I.C. (NOT IN CONTRACT), OR NOTED TO BE PERFORMED BY OTHERS, SHALL BE COORDINATED IN A MUTUALLY AGREEABLE AND COOPERATIVE MANNER BY THE CONTRACTOR SO AS TO ALLOW TIMELY INTEGRATION INTO THE PROJECT AS REQUIRED. 4, DURING CONSTRUCTION, MAINTAIN A JOBSITE SET OF CONSTRUCTION DOCUMENTS. ON THESE, RECORD ANY DEVIATIONS FROM THE ORIGINAL PLANS, LOCATE CONCEALED PLUMBING PIPING, AND SYSTEM TIE -INS. TURN SET OVER TO OWNER/TENANT UPON COMPLETION OF PROJECT. 5, CONTRACTOR(S) SHALL CONFINE THEIR CONSTRUCTION ACTIVITIES TO DESIGNATED CONSTRUCTION AREAS ONLY. STAGING AND STORAGE IN CONSTRUCTION AREA(S) OR, IF ADDITIONAL SPACE IS REQUIRED, IN OWNER/TENANT DESIGNATED AREA OR ROOM. SUPPLY AND REMOVAL OF MATERIALS BY PRIOR APPROVED ROUTES ONLY. USE PROTECTION PADS WHEN USING ELEVATOR(S). 6. ALL DEMOLISHED MATERIALS SHALL BE DISPOSED OF BY CONTRACTOR, UNLESS NOTED OTHERWISE. 7. CLEAN CONSTRUCTION AREA THOROUGHLY UPON COMPLETION. DO NOT USE BUILDING DUMPSTERS. DISPOSE OF DEBRIS IN ACCORDANCE WITH LOCALLY APPROVED REGULATIONS. USE OF ELEVATOR ONLY AFTER BUILDING HOURS. 8. ALL WORK SHALL BE PERFORMED IN COMPLIANCE WITH LOCALLY APPLICABLE CODES AND REGULATIONS, INCLUDING THE MUNICIPAL BUILDING CODE, N.E.C., A.D.A. AND STATE PROGRAMS FOR THE ELIMINATION OF ARCHITECTURAL BARRIERS, CURRENT AS OF DATE OF ISSUANCE OF THESE DOCUMENTS. LOCATE ALL NEW AND RELOCATED SWITCHES AND CONTROLS AT 42° A.F.F. PER CODE U.N.O. 9. 10. LOCATE ALL NEW WALL OUTLETS AT 15" A.F.F. PER CODE U.N.O. 11. ALL DIMENSIONS SHOWN ARE FINISHED FACE OF WALL TO FINISHED FACE OF WALL, AND /OR CENTERLINE OF STRUCTURE. (UNLESS NOTED OTHERWISE) 12. CONTRACTOR IS RESPONSIBLE FOR CHECKING ALL CONTRACT DOCUMENTS, FIELD CONDITIONS, AND DIMENSIONS FOR ACCURACY AND CONFIRMING THAT WORK IS BUILDABLE AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION. OBTAIN CLARIFICATION FROM ARCHITECT IF ANY QUESTIONS. 11 PRIOR TO PERFORMING ANY WORK OR ORDERING MATERIALS, CONTRACTOR SHALL VERIFY DIMENSIONS OF ANY EXISTING AND NEW WORK, AND SHALL BE RESPONSIBLE FOR THEIR ACCURACY. ANY DIFFERENCES FOUND SHALL BE SUBMITTED TO THE ARCHITECT FOR CONSIDERATION PRIOR TO PROCEEDING WITH WORK. 14. SUBMIT SHOP DRAWINGS /PRODUCT INFORMATION /SAMPLES OF SPECIFIED PRODUCTS. FABRICATIONS SHALL BEGIN ONLY AFTER APPROVED SHOP DRAWINGS HAVE BEEN RETURNED BY ARCHITECT TO CONTRACTOR. 15. CONTRACTOR SHALL SUBMIT CONFIRMATION OF DELIVERY DATES OF PRODUCTS WITH LONG LEAD TIMES WITH PRODUCT SUBMITTALS. 16. INSTALL ALL MANUFACTURED ITEMS, MATERIALS, AND EQUIPMENT IN STRICT ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS AND INSTRUCTIONS. "ALIGN" MEANS THAT SIMILAR COMPONENTS OF CONSTRUCTION SHALL ALIGN ACROSS VOIDS. 17. 18. TYPICAL MEANS: FOR ALL SIMILAR CONDITIONS, U.N.O. 19, CONTRACTORS SHALL CONFINE THEMSELVES TO CONSTRUCTION AREAS. CONSTRUCTION PARKING ONLY IN DESIGNATED LOCATIONS. 20. ALL PERMITS, LICENSES AND INSPECTIONS REQUIRED TO PERFORM AND COMPLETE WORK SHALL BE SECURED BY AND PAID FOR BY CONTRACTOR. 21. CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, TOOLS, £t INCIDENTALPARTS 8 MATERIALS, EVEN IF NOT SPECIFICALLY NOTED ON THE PLANS FOR A COMPLETE OPERATIVE INSTALLATION. 22. ALL WORK TO CONFORM WITH APPLICABLE LOCAL, STATE AND NATIONAL CODES. 23, ALL MATERIALS SHALL BE NEW AND OF FIRST QUALITY. ALL WORKMANSHIP SHALL BE PERFORMED BY SKILLED CRAFTSMEN. ALL MATERIALS MID LABOR SHALL MEET THE HIGHEST STANDARDS OF THE INDUSTRY. 24, EACH PRIME CONTRACTOR SHALL REPLACE AND /OR RESTORE ALL MATERIALS STORED OR INSTALLED ON THE SITE SUBJECT TO DAMAGE OR THEFT. 25. CONTRACTOR TO VERIFY ALL DIMENSIONS IN THE FIELD. IF A DISCREPANCY OCCURS, IMMEDIATELY CONTACT THE ARCHITECT. 26. CONTRACTOR SHALL NOTIFY THE ARCHITECT, IN WRITING, OF ANY AND ALL DISCREPANCIES THAT MAY OCCUR HEREIN. IN THE EVENT OF CONFLICTS BETWEEN ARCHITECTURAL AND STRUCTURAL DISCIPLINES, THE STRUCTURAL DISCIPLINE SHALL GOVERN. 27. EACH PRIME CONTRACTOR SHALL CONSULT WITH THE RESPECTIVE MUNICIPAL FIRE DEPARTMENT AUTHORITIES HAVING JURISDICTION RELATIVE TO REQUIREMENTS FOR FIRE EXTINGUISHER PROTECTION IN THE BUILDING AND SHALL ADVISE THE TENANT. FIRE EXTINGUISHERS SHALL BE PROVIDED BY THE TENANT. 28, CONTRACTOR SHALL BE RESPONSIBLE FOR INSPECTING ALL SURFACES TO RECEIVE NEW FINISHES PRIOR TO BID. SURFACES SHALL BE PATCHED, FILLED, STRIPPED, AND /OR CLEANED AS REQUIRED TO PROVIDE A SMOOTH DURABLE SURFACE FREE OF ALL BURRS, ADHESIVES, AND DEBRIS SUITABLE FOR RECEIVING NEW FINISHES. 29, TWO COMPLETE SETS OF DETAILED SHOP DRAWINGS SHALL BE SUBMITTED TO GOVERNMENTAL AUTHORITIES £t APPROVED PRIOR TO TI4E START OF FABRICATION OR INSTALLATION FOR AUTOMATIC FIRE SUPPRESSION SYSTEM WHEN APPLICABLE. 30. DESIGN SHALL COMPLY WITH ALL APPLICABLE ASPECTS OF THE AMERICANS WITH DISABILITIES. 31. NO PRODUCTS CONTAINING ASBESTOS OR ANY OTHER HAZARDOUS MATERIAL SHALL BE SPECIFIED FOR NOR USED DURING CONSTRUCTION OF THIS STORE. AN AFFIDAVIT, AT CLOSE -OUT, WILL BE REQUIRED OF THE ARCHITECT, AS WELL AS THE CONTRACTOR ATTESTING TO TH= FACT THAT NO HAZARDOUS MATERIALS WERE UTILIZED IN THE PROJECT. 32. PLEASE COORDINATE THE LOCATION OF ALL NEW ROOFTOP EQUIPMENT AND ROOF PENETRATIONS WITH OWNER PRIOR TO SCHEDULING THE WORK. SYMBOL LEG EN D 100 A ( T07 04- 1 1 1 222 01/A1 FIXTURE TYPE DOOR TYPE / NUMBER ROOM NUMBER PARTITION TYPE TOILET ACCESSORIES MILLWORK / FIXTURE ELEV. 1 HOUR WALL 2 HOUR WALL ELEVATION MARKER SECTION MARKER 01 /A1 ELEVATION WALL / PAINT FINISH FINISH / MATERIAL PT -1 PROJECT DATA RETAIL SHELL .0 N 0 NEW CONSTRUCTION LIMITED TO RETAIL INTERIOR FINISH OUT (TENANT IMPROVEL4EW TS) 650 S.F. • ZONING ARCHITECTURAL NO CHANGE IN ZONING REQUESTED IN THIS APPLICATION FOR PERMIT CODES + STATE OF WASHINGTON AMENDMENTS THE FOLLOWING CODES WERE USED IN THE PREPARATION OF THESE DRAWINGS. 2009 INTERNATIONAL BUILDING CODE 2(Y9 INTERNATIONAL FIRE CODE 2009 UNIFORM PLUMBING CODE 2009 WASHINGTON STATE ENERGY CODE ,j„WASHINGTON STATE VENTILATION C INDOOR AIR QUALITY CODE 'b0111 OCCUPANCY CLASSIFICATION GROUP: M- MERCANTILE OCCUPANT LOAD • RETAIL SALES AREA 632 SQ. FT. (O.L.F. 30) 632/30 = 21 PERSONS TOTAL 650 SQ. FT. OCCUPANTS = 21 EGRESS REQUIREMENTS 09.30.11 OCCUPANT LOAD EGRESS WIDTH PER OCC. WIDTH REQUIRED WIDTH PROVIDED 21 0.2 4.20" 72" CONSTRUCTION TYPE • TYPE II -B - UNPROTECTED NONCOMBUSTIBLE REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. UT Z: : Revisions will require a new plan submittal art may include additional plan review fess. SEPARATE PERMIT REQUIRED FOR: iMobhan Criblumbina Gi?Gas Piping C'ty of Tukwila PIJILF.)I NC DIVISION PROJECT DIRECTORY TENANT LUSH FRESH HANDMADE COSMETICS 8920 SHAUGNESSY ST. VANCOUVER, CANADA V6P -3Y5 Mike Slevin (604) 263-6601 TENANT COORDINATOR WESTFIELD, LLC. 2800 SOUTHCENTER R SEATTLE, WA 98188 J. Scott Priester (206) 802 -6070 (323) 578 -3849 ARCHITECT CORTLAND MORGAN 711 N. FIELDER RD. ARLINGTON, TX 76012 Tricia Russell (817) 635 -5696 CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT 6300 SOUTHCENTER BLDV., #100 TUKWILA, WA 98188 (206) 431 -3670 CONSULTING ENGINEERS ARJO ENGINEERS, INC. 4140 LEMMON AVE., SUITE 275 DALLAS, TEXAS 75219 John Ratliff, L.C. 214 520.7799 INDEX OF DRAWINGS .o . 0 .0 N 0 ; f, 0 - ° ARCHITECTURAL ISSUED FOR CONSTRUCTION ISSUED HDR LANDLORD PRELIMINARY REVIEW 08.26.11 ISSUED FOR LANDLORD FINAL REVIEW • • • • A -0.0 COVER SHEET . 09.30.11 • 1 4 A -0.1 GENERAL NOTES • QrT A -0.2 SCHEDULES • • • A-0.3 PARTITION TYPES • • • ■ A -0.4 ADA STANDARDS • P1.0 FLT AND UNDERFLOOR PLAN - PLUMBING D -1 DEMOLITION PLAN • ' Sri \�>•��•_ "�'�_� =.�: P2 1J .0 PLUMBING DETAILS AND SPECIFICATIONS A -1.0 FLOOR PLAN, FINISH PLAN, Et REFLECTED CEILING PLAN • Y , A -1.1 CEILING DETAILS . A -1.2 EGRESS PLAN REVIEWED FOR I . A -2.0 ELEVATIONS - CODE COMPLIANCE APPROVED • • A -2.1 STOREFRONT ELEVATION AND ENLARGED FLOOR PLAN • A -2.2 STOREFRONT SECTIONS OCT 1 9 2011 • A -2.3 STOREFRONT SECTIONS• �J 1 /�(/ • A -2.4 STOREFRONT PLAN AND SECTION DETAILS -� ` City of Tukwila BUILDING DIVISION , N CC; cV 0 c M 0 o a- ° AAECHAMIICAL ELECTRICAL PLUMBING ISSUED FOR C FILE COPY ISSUED HDR LANDLORD PRELIMINARY REVIEW 08.26.11 ISSUED FOR LANDLORD FINAL REVIEW • ISSUED FOR PERMIT • 09.26.11 M1.0 FLOOR PLAN MECHANICAL Permit No. • 09.30.11 • 1 4 M2.0 MECHANICAL DETAILS AND SCHEDULES 140.1 r^vikw approval IS subject to errors and omission. • QrT M3.0 MECHANICAL NOTES Et SPECIFICATIONS k,- .�n..,i_.! of construction documents not authorize • • • E1.0 FLOOR PLAN - POWER AND LIGHTING I.. .. .-,'.'r,•• t . I a .' al.. ed or ordinance. Recej t . • • • ■ E2.0 ELECTRICAL SCHEDULES, DETAILS (SPECIFICATIONS ►; . �•r $ . 'tit �► and i1 millions S : r E ° : 1'ed: •.■■ P1.0 FLT AND UNDERFLOOR PLAN - PLUMBING • ■■■ ' Sri \�>•��•_ "�'�_� =.�: P2 1J .0 PLUMBING DETAILS AND SPECIFICATIONS Y , ISSUES /REVISIONS � v��y 1J1 �atnlRrr� BUILDING DIVISION No. Date 07.28.11 ISSUED HDR LANDLORD PRELIMINARY REVIEW 08.26.11 ISSUED FOR LANDLORD FINAL REVIEW 08.26.11 ISSUED FOR PERMIT 09.26.11 REVISIONS AFTER CITY COMMENTS CITY OF TI1 09.30.11 REVISIONS AFTER CITY COMMENTS 1 4 10.10.11 REVISIONS AFTER CITY COMMENTS, QrT PERMIT CE CORRECTION !_TR# 2 LA 011 NTER 0(0 DATE: 08.26.11 JOB NO: 1111 DRAWN: CM CHECKED: CM 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 0 iv) 0 U �t 1 8897 r, 507 SOUTHCENTER 00 00 00 a) REVISIONS /2 09.26.11 /3\ 09.30.11 A\ 10.10.11 City Comments City Comments City Comments COVER SHEET SHEET NUMBER A -0.0 GENERAL NOTES 1. ALL WORK AND MATERIALS DESCRIBED HEREIN ARE THE RESPONSIBILITY OF THE TENANT. THE TERMS 'GENERAL CONTRACTOR', "CONTRACTOR", OR REFER 70 THOSE ENGAGED BY THE TENANT TO PERFORM THE WORK OF R THE TENANT. THE TENANT IS NOT RELIEVED FROM THE RESPONSIBILITY FOR THE PERFORMANCE OF SUCH CONTRACTORS. 2. CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITTHE REQUIREMENTS OF THE LOCAL BUILDING CODE AND ALL APPLICABLE STATE CODES, FEDERAL REGULATIONS, NFPA 101, THE NATIONAL BOARD OF FIRE UNDERWRITERS AND ALL APPLICABLE LOCAL LAWS AND REGULATIONS. 3. ALL EQUIPMENT SUPPLIED BY THE CONTRACTOR SHALL HAVE APPROVAL FOR USE IN THE CITY OF TOWN HAVING JURISDICTION. 4. PROVIDE EXIT SIGNS AS REQUIRED IN ACCORDANCE WITH ALL APPLICABLE STATE AND LOCAL CODES. 5. AFFIDAVITS FOR CONTROLLED AND SEMI-CONTROLLED INSPECTIONS SHALL BE FILED IN ACCORDANCE WITH LOCAL LAWS AND CODES AS REQUIRED FOR THIS PROJECT. 5. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS ME EXISTING CONDITIONS IN THE FIELD PRIOR TO COMMENCING WORK, AND SHALL REPORT TO THE ARCHITECT ANY CONDITION OR DISCREPANCY BETWEEN DRAWINGS AND FIELD CONDITIONS REQUIRING MODIFICATIONS BEFORE PROCEEDING WITH THE WORK. 7. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFED, BUT NECESSARY FOR PROPER CONSTRUCTION OF ANY PART OF THE WORK, SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. 8. REFERENCING OF DRAWINGS IS FOR CONVENIENCE ONLY AND DOES NOT UNIT APPUCATION OF MY DRAWING. 9. THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, AND REPAIRING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. THE CONSTRUCTION MANAGER SHALL COORDINATE WORK BY EACH TRADE. 10. UNLESS OTHERWISE INDICATED, HEIGHTS NOTED IN SCHEDULES ARE HEIGHTS ABOVE FINISHED FLOOR. 11. EXCEPT WHERE OTHERWISE INDICATED ALL INTERIOR DIMENSIONS ARE TO THE FINISHED SURFACE. 12. EXCEPT WHERE OTHERWISE INDICATED. ALL WALLS AND PARTITIONS ARE DIMENSIONED TO THEIR "NOMINAL" SIZES. 13. THE DISTANCE FROM THE DOOR JAMBS TO ADJACENT PARTITIONS SHALL NOT BE LESS THAN W OR 12" UNLESS OTHERWISE NOTED OR APPROVED. 14. CONTRACTOR SHALL PROVIDE IN HIS BID DAILY CLEAN UP OF ALL WORK. 15. ALL OPENINGS AT GYPSUM WALLBOARD PARTITIONS FOR DUCTS, ELECTRIC PANEL BOARD, ETC. ARE TO BE STEEL STUD FRAMED OPENINGS. 16. ALL ITEMS RECESSED INTO RATED PARTITIONS (SUCH AS OUTLET BOXES, PANEL BOXES, ETC.) SHALL HAVE THOSE OPENINGS PROTECTED WITH BACK -IJP MATERIALS 80 AS TO RETAIN THE INTEGRITY OF THE PARTITION AND TO BE IN STRICT CONFORMITY WITH THE UNIFORM CONSTRUCTION CODE OF PARTITION RATING THROUGHOUT. 17. ALL EXPOSED DUCTWORK AND ALL EXPOSED MECHANICAL EQUIPMENT (EXTERIOR AND INTERIOR) SHALL BE PAINTED UNLESS CALLED FOR ON PLANS. ALL EXPOSED PIPES TO REMAIN EXPOSED SHALL BE PAINTED UNLESS CALLED FOR ON PLANS. 18. ALL RULES AND REGULATIONS, SCOPE OF WORK AND PROCEDURES INDICATED WILL BE PERFORMED BY THE GENERAL CONTRACTOR, THEIR AGENTS, SUBCONTRACTORS, AND SUPPUERS TO PROVIDE A TOTAL AND COMPLETE PROJECT FOR THE TENANT. WORK SHOWN IN THESE NOTES 18 TO BE PERFORMED BY THE GENERAL CONTRACTOR OR SUBCONTRACTORS, AGENTS AND / OR SUPPLIERS ONLY, WHETTER OR NOT THE WORK IS DEUNEATED PROPERLY. 19. THE WORK CONTAINED IN THESE CONTRACT DOCUMENTS AND / OR SPECIFICATIONS SHALL BE PERFORMED BY THE GENERAL CONTRACTOR AND / OR ITS SUBCONTRACTORS UNLESS SPECIFICALLY NOTED OTHERWISE 20. FOR CLARIFICATION PURPOSES, TENANT, CLIENT AND OWNER ARE THE SAME PARTY. THE TERM TENANT REFERS TO LUSH FRESH HANDMADE COSMETICS OR THE LUSH FRESH HANDMADE COSMETICS' REPRESENTATIVE / PROJECT MANAGER . THE LANDLORD 18 THE PARTY LEASING THE SPACE TO THE TENANT, AND THE GENERAL CONTRACTOR, WHETHER WORKING FOR THE LANDLORD OR THE TENANT, WILL BE REQUIRED TO HANDLE ALL WORK IN = THESE DOCUMENTS UNLESS SPECIFICALLY NOTED OTHERWISE. 21. THE GENERAL CONTRACTOR 18 REQUIRED TO HAVE ALL SUBCONTRACTORS REVIEW THESE NOTES PRIOR TO BIDDING AND THE FAMIUARIZE ALL PERSONS AND SUBCONTRACTORS WORKING ON THIS PROJECT WITH THESE GENERAL NOTES AND THE CONTRACT DOCUMENTS NOTED, LANDLORD'S DESIGN CRITERIA AND THE EXECUTED LEASE AGREEMENT AND WORK LETTER BETWEEN LANDLORD AND TENANT. ANY DISCREPANCY BETWEEN THESE CONTRACT DOCUMENTS AND THE LEASE OR DESIGN CRITERIA INFORMATION 15 TO BE REPORTED TO TENANTS PROJECT MANAGER PRIOR TO THE START OF ANY WORK. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR FULLY ACQUAINTING THEMSELVES WITH THE CONTENT AND SCOPE OF THESE SPECIFICATIONS, AND SPECIAL ATTENTION SHOULD BE GIVEN TO THE SPECIFICATIONS THROUGHOUT THE SPAN OF THIS PROJECT BY THIS GENERAL CONTRACTOR, SUPERVISORS AND SUBCONTRACTORS, AS THE STANDARD ESTABLISHED HEREIN SHALL BE APPLIED, WITH EMPHASIS TO ALL WORK. CHECK "RESPONSIBILITY SCHEDULE' ON DWGS FOR ALLOCATION OF SPECIFIC WORK. ALL WORK 18 BY TENANT'S GENERAL CONTRACTOR UNLESS OTHERWISE NOTED. WORK DECLARED UNACCEPTABLE BY THE TENANT, LANDLORD, OR CODE AUTHORITY SHALL BE CORRECTED IN A MANNER AND TO A DEGREE OF QUALITY AS ACCEPTABLE BY THE TENANT AND LANDLORD AND CODE AUTHORITY. 22. THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS ARE REQUIRED TO CHECK AND VERIFY ALL DIMENSIONS AND FIELD CONDITIONS CLEAR HEIGHTS WITHIN THE PREMISES AT BUILDING SITE AND PREMISES AND NOTIFY THE LANDLORD, THE LANDLORD'S REPRESENTATIVE, TENANT AND PROJECT ARCHITECT OF ANY AND ALL DPANCIES AND UST ANY PRE -WORK NOT YET COMPLETED BEFORE STARTING THEIR WORK. GENERAL CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL " HOLD" DIMENSIONS TENANTS FIXTURES FIT INTO PLACE WITH NO ROOM FOR ERROR. CONTRACTOR MUST REVIEW ENTIRE SET OF CONTRACT DOCUMENTS FOR CEIING HEIGHTS. 23. IF THE GENERAL CONTRACTOR 18 REQUIRED TO INSTALL A STOREFRONT BARRICADE DURING THE CONSTRUCTION PHASE OF THIS PROJECT, SUCH BARRICADE TO MEET THE LATEST BARRICADE DESIGN REQUIREMENTS OF THE LANDLORD, INCLUDING THE PAINTING OF SUCH BARRICADE AND ANY NONAGE ALLOWABLE BY THE LANDLORD AND UNDER LEASE OBLIGATION. ADDITIONALLY, THIS BARRICADE MUST BE MOVED OUT AS REQUIRED FOR STOREFRONT WORK AND / OR REMOVED AT THE END OF THE CONSTRUCTION TIME PERIOD. CHECK WITH THE LANDLORD TO VERIFY IF A BARRICADE HAS PREVIOUSLY BEEN INSTALLED ON THESE PREMISES IN ANTICIPATION OF CONSTRUCTION BY THE NEW TENANTS. IF THIS 15 THE CASE, DO NOT INCLUDE ANY COST FOR THE ACTUAL BARRICADE BUT DO INCLUDE COST FOR MOVING SUCH BARRICADES IN AND OUT, ANY OTHER SPECIFIC LANDLORD REQUIREMENTS REGARDING SUCH BARRICADES, AND THE PAINTING AND / OR REMOVAL OF SUCH BARRICADES AFTER CONSTRUCTION. 24. WHEN BIDDING THIS PROJECT, EACH CONTRACTOR SHALL BE RESPONSIBLE FOR VISITING THE SITE PRIOR TO BIDDING AND VERIFYING EXISTING CONDITIONS AS REFLECTED IN THESE CONTRACT DOCUMENTS. ANY EXTRA WORK REQUIRED BUT NOT INCLUDED IN THE DOCUMENTS SHALL BE REPORTED TO THE TENANT OR TENANTS ARCHITECT IMMEDIATELY. LANDLORD DOES NOT PAY ANY COSTS FOR JOB CONDITION SITUATIONS, UNLESS SPECIFICALLY NOTED IN THE LEASE. A. ALL WORK ON THIS PROJECT SHALL BE IN ACCORDANCE WITH ALL CURRENTLY APPLICABLE CODS SUB -CODES AND BUILDING DEPARTMENTS HAVING JURISDICTION. GENERAL CONTRACTOR TO CONTACT LOCAL BUILDING OFFICIALS FOR ANY AND ALL SPECIFIC REQUIREMENTS FOR THIS USE. 25. THE OCCUPANCY CLASSIFICATION FOR THIS LOCATION IS NOTED ON THE COVER SHEET. 26. DEMOLITION WORK (IF ANY) IS DEFINED IN THE RESPONSIBILITY SCHEDULE AND DEMOLITION DRAWING. 27. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR AND HAVE CONTROL OVER CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT, INCLUDING ANY AND ALL OSHA REQUIREMENTS, UNLESS CONTRACT DOCUMENTS GIVE OTHER SPECIFIC INSTRUCTIONS CONCERNING THESE MATTERS. 28. THE ARCHITECT SHALL NOT HAVE CONTROL OVER OR CHARGE OF AND SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, OR PROCEDURES, OR FOR THE SAFETY PRECAUTIONS AND PROGRAMS, INCLUDING ANY AND ALL OSHA REQUIREMENTS, IN CONNECTION WIT THE WORK. THESE ARE SOLELY THE CONTRACTOR'S RESPONSIBILITY UNDER THE CONTRACT FOR CONSTRUCTION. 29. THE GENERAL CONTRACTOR AND THE SUBCONTRACTORS FOR THE GENERAL CONTRACTOR SHALL PAY FOR AND OBTAIN ALL PERMITS REQUIRED FOR THE WORK NOTED ON THESE PLANS AND SPECIFICATIONS. THIS INCLUDES COST FOR ALL INSPECTIONS BY AUTHORITIES HAVING JURISDICTION, BUILDING DEPARTMENT PERMIT COSTS, AND PERMIT COSTS FOR FIXTURING SUPPLIED BY TENANT (IF APPLICABLE). THE TENANT SHALL NOTIFY THE GC IN WRITING IF THE TENANT WILL BE OBTAINING AND PAYING FOR THE PERMITS IN WHICH CASE IT SHALL BE OMITTED FROM THE CONTRACTORS PRICE. 30. ALL CLEARANCES OF PIPES AND DUCT WORK INSTALLED BY THE GENERAL CONTRACTOR OR SUBCONTRACTORS MUST BE MAINTAINED FOR ADEQUATE HEIGHTS REQUIRED FOR CEILING SYSTEM AND LIGHT FIXTURES. CONTRACTOR MUST REVIEW ENTIRE SET OF CONTRACT DOCUMENTS FOR CEILING HEIGHTS. 31. GENERAL CONTRACTOR (OR DESIGNATED AUTHORIZED CONTRACTOR AT GENERAL CONTRACTOR'S EXPENSE) SHALL REMOVE AND / OR REPLACE ANY AND ALL EXISTING EXPOSED P.V.C. PIPING FOUND WITH LOCAL CODE ALLOWABLE PIPING MATERIALS THROUGHOUT LEASED PREMISES. 32. THE GENERAL CONTRACTOR AGREES THAT IN THE PERFORMANCE OF THE WORK CALLED FOR BY THIS CONTRACT, THEY WILL EMPLOY ONLY SUCH LABOR AS WILL NOT DELAY OR INTERFERE WITH THE PROGRESS OF THE PROJECT, AND AS WILL BE ACCEPTABLE TO AND WORK IN HARMONY WITH ALL OTHER CONTRACTORS EMPLOYED ON THE CONSTRUCTION SITE OR ON ANY OTHER BUILDING, STRUCTURE, OR OTHER IMPROVEMENT WHETHER PUBLIC OR PRIVATE WHICH THE GENERAL CONTRACTOR MAY THEN BE ERECTING OR ALTERING IN OTHER LOCATIONS. 33. ALL WORK TO BE COMPLETED FOLLOWING LANDLORD'S CONSTRUCTION 'RULES AND REGULATIONS', IF APPLICABLE. THE GENERAL CONTRACTOR IS RESPONSIBLE DURING THE BIDDING PROCEDURES, FOR CONTACTING THE TENANT COORDINATOR FOR A COPY OF THESE 'RULES AND REGULATIONS' AND TO INCLUDE ANY COSTS IN THE WORK QUOTED TO THE TENANT. 34. GENERAL CONTRACTOR AGREES THAT IN THE PERFORMANCE OF TENANTS WORK AT THE PREMISES, ALL WORK SHALL BE PERFORMED IN A MANNER WHICH WILL NOT CREATE ANY WORK STOPPAGE, PICKETING, LABOR DISRUPTION OR DISPUTE OR VIOLATE LANDLORD'S LABOR CONTRACTS AFFECTING THE BUILDING OR INTERFERE WITH THE BUSINESS OF LANDLORD. IN THE EVENT OF THE OCCURRENCE OF ANY WORK STOPPAGE, PICKETING, LABOR DISRUPTION OR DISPUTE RESULTING FROM ACTIONS OR OMISSIONS OF GENERAL CONTRACTOR OR SUBCONTRACTORS OR ANY SUBTENANT OR CONCESSIONAIRE, OR THEIR RESPECTIVE EMPLOYEES, CONTRACTORS OR SUBCONTRACTORS, GENERAL CONTRACTOR SHALL, IMMEDIATELY UPON NOTICE FROM TENANT, CEASE THE CONDUCT GIVING RISE TO SUCH CONDITION. THIS CLAUSE MUST BE PART OF ALL GENERAL CONTRACTOR / SUBCONTRACTOR AGREEMENTS AND IF SUCH CLAUSE IS NOT INCLUDED, IT WILL NOT RELIEVE THE GENERAL CONTRACTOR OF THE REQUIREMENTS OR WORK STATED HEREIN. 35. ALL CONTRACTORS SHALL BE BONDED, LICENSED CONTRACTORS POSSESSING GOOD LABOR RELATIONS AND MUST BE CAPABLE OF QUALITY WORKMANSHIP, IN HARMONY WITH OTHER CONTRACTORS WORKING ON THE PROJECT. THE TENANT AND TENANTS ARCHITECT ARE TO BE NOTIFIED IN WRITING OF THE NAMES, ADDRESSES, DAYTIME PHONE, FAX, AND EMERGENCY PHONE NUMBERS OF ALL SUBCONTRACTORS AND SUPPLIERS WORKING ON THIS PROJECT PRIOR TO THE START OF THE WORK. GENERAL CONTRACTORS MUST ATTEST THAT NO PRODUCTS CONTAINING ASBESTOS OR HAZARDOUS MATERIAL WERE KNOWINGLY USED ON THIS PROJECT. CONTRACTOR IS TO VERIFY THAT THIS SPACE IS ASBESTOS FREE. NO ASBESTOS WORK IS TO BE COMPLETED BY THIS CONTRACTOR UNLESS SPECIFICALLY NOTED IN THESE CONTRACT DOCUMENTS. IF ASBESTOS IS UNCOVERED, NOTIFY THE TENANTS REPRESENTATIVE IMMEDIATELY AND STOP ALL WORK. LANDLORD IS RESPONSIBLE FOR ALL ASBESTOS TESTING, FILING AND REMOVAL. ALL ABATEMENT OF HAZARDOUS MATERIALS SHALL BE CARRIED OUT BY A CONTRACTOR SPECIALIZING IN AND LICENSED TO REMOVE ANY SUCH MATERIALS. COPIES OF CURRENT LICENSES, CERTIFICATIONS AND CERTIFICATES OF INSURANCE, AND PERMITS, SHALL BE FURNISHED TO THE TENANT PRIOR TO BEGINNING ANY REMOVAL / ABATEMENT ACTIVITIES. 36. PRIOR TO COMMENCEMENT OF ANY WORK, THE GENERAL CONTRACTOR SHALL CONTACT AND MEET WITH MALL GENERAL MANAGER AND TENANTS PROJECT MANAGEMENT REPRESENTATIVE FOR A PRECONSTRUCTION MEETING, AT WHICH TIME, HE / SHE WILL PRESENT TO ALL PARTIES A LIST OF NAMES, ADDRESSES, BUSINESS PHONE, FAX AND EMERGENCY TELEPHONE NUMBERS OF THE SUBCONTRACTORS FOR THIS PROJECT. THE GENERAL CONTRACTOR WILL COMPLETE THE CHECKLIST FORM (CONTRACTOR INFORMATION FORM) REQUIRED FOR EACH TENANTS SPACE THAT CONTRACTOR WILL BE WORKING ON AS REQUIRED UNDER LEASE OBLIGATION. THE CHECKLIST FORM INCLUDING SCHEDULE INFORMATION IS TO BE SUBMITTED TO THE LANDLORD'S REPRESENTATIVE UPON ARRIVAL AT THE JOB SITE. 37. IF THE LANDLORD, LANDLORD'S REPRESENTATIVE OR LANDLORD'S ARCHITECT, TENANT, TENANTS REPRESENTATIVE OR TENANTS ARCHITECT DO NOT MAKE ANY SITE VISITS, THE GENERAL CONTRACTOR IS NOT RELIEVED OF THEIR RESPONSIBILITY OR DUTIES INVOLVED IN THIS CONSTRUCTION WORK. 38. THE GENERAL CONTRACTOR SHALL COMPLY AND CONFORM TO ALL OF THE REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND HEALTH ACT (OSHA), NO EXCEPTIONS ARE PERMITTED. THE PROVISIONS OF THE TENANTS LEASE SHALL APPLY IN THE EVENT OF VIOLATION RESULTING IN DAMAGES, CAUSES OF ACTION OR ANY CLAIMS ARISING THEREFROM. IF GENERAL CONTRACTOR AND / OR ITS SUBCONTRACTORS DO NOT COMPLY WITH THIS ACT. 39. THE TENANTS ARCHITECT, WITHOUT INVALIDATING THE CONTRACT, MAY ORDER EXTRA WORK, ALTER, ADD TO , OR DEDUCT FROM THE CONTRACT WORK, IF THE INTENT IS TO ADHERE TO A PREVIOUSLY AGREE UPON DESIGN WITHOUT ANY COST TO TENANT, ITS AGENTS OR TENANT'S ARCHITECT. 40. NO CHANGE ORDER OR EXTRAS FOR COSTS SHALL BE AUTHORIZED UNLESS APPROVED IN WRITING BY THE TENANTS CONSTRUCTION REPRESENTATIVE. ANY ISSUANCE OF CREDITS SHALL BE CALCULATED BASED ON COMPETITIVE RATES AND EQUIPMENT COST APPROVED BY THE TENANTS CONSTRUCTION REPRESENTATIVE. 41. THE GENERAL CONTRACTOR SHALL HAVE AT ALL TIMES, AT THE PREMISES, LANDLORD APPROVED CONTRACT DOCUMENTS, BUILDING DEPARTMENT APPROVED PERMIT DRAWINGS, FOR REVIEW BY ANY INTERESTED PARTY. 42. THE GENERAL CONTRACTOR IS TO ARRANGE WITH THE LANDLORD WHERE THE CONTRACTOR'S BUILDING EQUIPMENT AND MATERIALS SHALL BE LOCATED TO COORDINATE TRUCK TRAFFIC AND DELIVERIES TO AND FROM THE BUILDING. 43. ANY APPROVAL BY THE TENANT FOR CHANGES IN THE SCOPE OF WORK SHALL ONLY BE VALID IF IN GIVEN IN WRITING AND SIGNED BY THE TENANT OR BY THE TENANT'S DESIGNATED REPRESENTATIVE FOR SUCH PURPOSE. 44. THE GENERAL CONTRACTOR IS REQUIRED TO PROTECT ALL NEUTRAL PIERS, LANDLORD'S ADJACENT TENANT CONSTRUCTION, AND MAKE ANY AND ALL REQUIRED REPAIRS TO THE SATISFACTION OF THE LANDLORD AND / OR THE TENANT IF THIS WORK IS DAMAGED. 45. ALL FINISH AND EXPOSED WOOD SHALL BE FIRE RETARDANT COATED OR TREATED AS REQUIRED BY CODE OR THE LOCAL FIRE MARSHAL. 46. THE GENERAL CONTRACTOR SHALL FURNISH AND INSTALL UPON COMMENCING THE CONSTRUCTION PHASE, UL. RATED HAND OPERATED FIRE EXTINGUISHERS, IN QUANTITY, CAPACITY AND PLACEMENT PER LOCAL CODE REQUIREMENTS AND WHERE REQUIRED BY TENANT AND LOCAL BUILDING OFFICIAL. 47. ALL CEILINGS, WHERE SHOWN ON THE DOCUMENTS, SHALL BE UNDERWRITERS APPROVED AND OF NONCOMBUSTIBLE TYPE. SEE CEILING SPECIFICATION WITHIN THE CONTRACT DOCUMENTS. 48. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR DAILY REMOVAL, OR MORE OFTEN AS REQUIRED BY LANDLORD, OR TRASH, RUBBISH AND SURPLUS MATERIALS RESULTING FROM CONSTRUCTION ACTIVITIES. THE CONTRACTORS AND SUBCONTRACTORS PARTICIPATING IN THE PERFORMANCE OF TENANTS WORK SHALL REMOVE AND DISPOSE OF, AT LEAST ONCE A WEEK AND MORE FREQUENTLY AS TENANT MAY DIRECT, ALL DEBRIS AND RUBBISH CAUSED BY OR RESULTING FROM THE PERFORMANCE OF TENANTS WORK AND, UPON COMPLETION THEREOF, REMOVE ALL TEMPORARY STRUCTURES, SURPLUS MATERIALS, DEBRIS AND RUBBISH OF WHATEVER KIND REMAINING IN THE BUILDING WHICH HAD BEEN BROUGHT IN OR CREATED BY THE CONTRACTOR AND SUBCONTRACTORS IN THE PERFORMANCE OF TENANTS WORK. THIS CONTRACTOR MUST MAINTAIN A CLEAR PATH OF EGRESS FROM THE PREMISES FREE FROM TRASH AND RUBBISH AT ALL TIMES. ALL REMOVAL OF CONSTRUCTION DEBRIS TO AN APPROVED DUMPING SITE TO BE INCLUDED IN THE GENERAL CONTRACTOR'S WORK. THE JOB -SITE SHALL BE KEPT NEAT AND ORDERLY AT ALL TIMES, AND BROOM SWEPT CLEAN DAILY OR MORE OFTEN WHEN REQUIRED. 49. ALL EXITS SHALL BE UNOBSTRUCTED AT ALL TIMES DURING CONSTRUCTION AND OCCUPANCY. 50. THE GENERAL CONTRACTOR SHALL FURNISH AND PAY FOR ALL TEMPORARY UTILITY SERVICES DURING THE COURSE OF CONSTRUCTION. 51. EACH CONTRACTOR AND SUBCONTRACTOR PARTICIPATING IN THE PERFORMANCE OF TENANT'S WORK SHALL a. MAKE APPROPRIATE ARRANGEMENTS WITH LANDLORD FOR TEMPORARY UTILITY CONNECTIONS INCLUDING WATER AND ELECTRICITY, AS AVAILABLE WITHIN THE BUILDING, WHICH CONNECTIONS SHALL BE AT SUCH LOCATIONS AS SHALL BE DETERMINED BY LANDLORD b. PAY THE COST OF THE CONNECTIONS AND OF PROPER MAINTENANCE AND REMOVAL OF SAME, AND c. PAY ALL UTILITY CHARGES INCURRED AT THE PREVAILING RATES OF THE UTILITY COMPANY PROVIDING SUCH SERVICE TO THE BUILDING, DURING THE COURSE OF CONSTRUCTION UP TO AND INCLUDING THE DATE OF "TURN OVER" TO THE TENANT. 52. IT IS THE GENERAL CONTRACTOR'S REQUIREMENT, THROUGH ITS SUBCONTRACTORS, TO RECONFIGURE AND BRING IN NEW UTILITY SERVES AS REQUIRED TO MEET THE NEEDS OF THESE CONTRACT DOCUMENTS. 53. THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS WORKING ON THIS PROJECT ARE RESPONSIBLE FOR CONTACTING THE PUBLIC UTILITY COMPANIES SUPPLYING UTILITIES TO THE AREA WHERE THE PROJECT IS LOCATED, IN ORDER TO VERIFY LOCATIONS OF UTILITIES, UNDERGROUND OR OVERHEAD, AND SECURE THE PROPER PROCEDURES WHILE WORKING ADJACENT TO, ABOVE E OR NEAR SUCH UTILITIES TO AVOID ANY PROBLEMS WITH EXPLOSIONS, DISCONNECTION, REMOVALS, ETC. 54. THE GENERAL CONTRACTOR SHALL APPLY FOR ALL UTILITY METERS AND NOTIFY THE UTILITY COMPANY OF THE NAME, ADDRESS AND PHONE NUMBERS OF THE TENANT FOR PERMANENT SERVICES. TENANTS G.C. UNLESS OTHERWISE NOTED SHALL BRING IN ALL ADDITIONAL SERVICES, ADEQUATE FOR TENANTS NEEDS AS REQUIRED, INCLUDING, BUT NOT LIMITED TO ELECTRIC, SPRINKLER, SOIL (WASTE), AND DOMESTIC WATER LINES (WHEN APPLICABLE). SEE THE CONTRACT DOCUMENTS FOR FURTHER SCOPE OF WORK. 55. THE GENERAL CONTRACTOR AND / OR ITS ELECTRICAL SUBCONTRACTOR SHALL VERIFY ALL EQUIPMENT SPECIFICATIONS AND REQUIREMENTS WITH THE TENANT OR THE TENANTS CONSTRUCTION REPRESENTATIVE PRIOR TO START OF CONSTRUCTION. THIS CONTRACTOR TO VERIFY AMPERAGE / VOLTAGE SPECIFICATIONS, WIRING SIZES AND REQUIREMENTS (SERVICE AND PANEL SPECIFICATION) WITH THE EQUIPMENT SUPPLIERS, AND CHECK THE CONTRACT DOCUMENTS FOR MISCALCULATIONS, IN COORDINATION WITH EQUIPMENT SPECIFICATIONS FOR EQUIPMENT SUPPLIED BY THE TENANT, THE CONTRACTORS OR OTHER SOURCES (AS SPECIFIED BY THE ARCHITECT) AS A DOUBLE CHECK TO ASCERTAIN PROPER INSTALLATION OF EQUIPMENT AT THE CORRECT AMPERAGE / VOLTAGE AND WIRING SIZE. NO LIGHT FIXTURES ARE TO BE ORDERED UNTIL THIS "DOUBLE CHECK" TAKES PLACE. 56. THE GENERAL CONTRACTOR AND / OR ELECTRICAL SUBCONTRACTOR SHALL FURNISH AND INSTALL EMERGENCY AND EXIT LIGHTING, AS REQUIRED BY LOCAL CODE OR AGENCIES HAVING JURISDICTION OVER THE PROJECT UNLESS NOTED OTHERWISE IN THE APPLICABLE "RESPONSIBILITY SCHEDULE ". THE EXIT / EMERGENCY LIGHTING TOP AND BOTTOM SHOULD BE PROPERLY LABELED AND APPROVED TYPE LOCKOUTS INSTALLED. 57. ALL ELECTRICAL ROUGH -IN TO BE NEW AND ELECTRICAL SERVICE CONDUIT AND WIRE TO THE DEMISED PREMISES TO BE EXTENDED TO THE POINT OF NEW PANELS BY THE CONTRACTOR AS NECESSARY AND SHOWN ON CONTRACT DOCUMENTS. GENERAL CONTRACTOR TO FIELD VERIFY THAT THESE UTILITY LINES ARE AT OR ADJACENT TO THE TENANTS SPACE AS NOTED AND AT THE SIZE SPECIFIED, BASED ON GENERAL CONTRACTOR'S OR SUBCONTRACTORS PRE -BID REVIEW OF PREMISES. IF THE UTILITIES ARE NOT IN LOCATIONS AS NOTED ON THE CONTRACT DOCUMENTS OR OF A SIZE LARGER OR SMALLER THAN NOTED, THIS CONTRACTOR IS TO MODIFY THE SERVICE ACCORDINGLY WIT HITHER NEW CONDUIT AND / OR SERVICE WIRE EXTENDING BACK TO LANDLORD'S ELECTRICAL / METER ROOM SERVICE POINT, AND INCLUDE SUCH COSTS IN THE BID TO THE TENANT. 58. THE ELECTRICAL SUBCONTRACTOR IS TO PROVIDE A CIRCUIT DIRECTORY WITH PROPER PHASING AND BALANCING, WHICH IS TO CONFORM TO THE LATEST EDITIONS OF THE NATIONAL ELECTRICAL CODE AND UNDERWRITER'S CODE. THE SIGN(S) JUNCTION BOX PERMIT IS TO BE INCLUDED IN THE WORK FOR THE ELECTRICAL SUBCONTRACTOR AND THE BOX IS TO BE SUPPLIED BY THIS CONTRACTOR AND PROPERLY LABELED. 59.ALL PLUMBING ROUGH -IN TO BE NEW AND PIPING TO THE DEMISED PREMISES SHALL BE EXTENDED TO THE POINT OF CONNECTIONS BY THE CONTRACTOR AS NECESSARY AND SHOWN ON CONTRACT DOCUMENTS. GENERAL CONTRACTOR TO FIELD VERIFY THAT THESE UTILITY LINES ARE AT OR ADJACENT TO TENANTS SPACE AS NOTED AND AT THE SIZE SPECIFIED, BASED ON GENERAL CONTRACTOR'S OR SUBCONTRACTOR'S PRE -BID REVIEW OF PREMISES. IF THE UTILITIES ARE NOT IN LOCATIONS AS NOTED ON THE CONTRACT DOCUMENTS OR OF A SIZE LARGER OR SMALLER THAN NOTED, THIS CONTRACTOR IS TO MODIFY THE SERVICE ACCORDINGLY WITH EITHER NEW POPE AND FITTINGS EXTENDING BACK TO LANDLORD'S WATER CONNECTION POINT, AND INCLUDE SUCH COSTS IN THE BID TO THE TENANT. 60. THE GENERAL CONTRACTOR'S FIXTURE CONTRACTORS SHALL PROVIDE MILLWORK SHOP DRAWINGS OF ALL MILLWORK AND FIXTURES FOR REVIEW AND APPROVAL BY TENANT PRIOR TO START OF INSTALLATION (WHEN APPLICABLE). IT IS NOT THE TENANTS ARCHITECTS RESPONSIBILITY TO FOLLOW UP ON THESE OR ANY OTHER REQUIRED SHOP DRAWINGS. 61. GENERAL CONTRACTOR SHALL PERFORM ALL LEASEHOLD IMPROVEMENTS AND FURNISH AND INSTALL ALL FIXTURE, UTILIZING SPECIFIED FIXTURE CONTRACTORS, AS NOTED. 62. THE GENERAL CONTRACTOR SHALL SUPPLY ALL NECESSARY GROUNDS AND BLOCKING FOR ALL MILLWORK AND FIXTURES, FITTINGS AND EQUIPMENT AS REQUIRED. CONTACT FIXTURE CONTRACTOR FOR SPECIFIC REQUIREMENTS. 63. ALL EQUIPMENT, MILLWORK AND FIXTURES SUPPLIED BY THE TENANT TO BE UNLOADED, ASSEMBLED AND INSTALLED BY THE GENERAL CONTRACTOR. 64. THE PROPER RECEIPT AND INVENTORY OF ALL NEW MATERIALS AND EQUIPMENT AT THE JOB SITE IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR, AND / OR ITS SUBCONTRACTOR (IF ANY). SECURE AND SAFE STORAGE OF ALL NEW AND EXISTING MATERIALS AND EQUIPMENT TO REMAIN (IF ANY) WILL BE PROVIDED BY THE GENERAL CONTRACTOR. GENERAL CONTRACTOR TO IMMEDIATELY ADVISE TENANT OR TENANTS REPRESENTATIVE OF ALL DAMAGED OR DEFICIENT SHIPMENTS OF MATERIALS AND EQUIPMENT, WHETHER SUPPLIED BY TENANT OR DIRECTLY BY CONTRACTOR OR ITS SUPPLIERS. GENERAL CONTRACTOR TO COMPLETE AND SUBMIT ALL NECESSARY PAPERWORK AND ARRANGE INSPECTIONS OF DAMAGED GOODS AS PER TENANT CONSTRUCTION DEPT.. REQUIREMENTS. NOTIFY TENANT, OR TENANTS REPRESENTATIVE OF ANY POSSIBLE DELAYS. INCOMPLETE ORDERS AND DELAYS ARE TO BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE SUPPLIER AND THE TENANT. SUBMIT CONFIRMATION OF ALL ORDERS, DELIVERY DATES, AND A FULL WRITTEN SCHEDULE TO TENANT. 65. THE GENERAL CONTRACTOR SHALL UNLOAD, PROTECT AND INSTALL TENANTS SPECIFIED EQUIPMENT, FIXTURES AND FURNISHINGS. 66. ALL EXISTING TO REMAIN AND NEW BUILDING ENTRY GLASS AND DOORS, STOREFRONT AND INTERIOR GLAZING, IF APPLICABLE, MUST COMPLY WITH ALL APPLICABLE CODES, LANDLORD'S CRITERIA, LANDLORD'S AND TENANTS CONTRACT DOCUMENTS AND SAFETY GLAZING STANDARDS. GENERAL CONTRACTOR TO VERIFY IN FIELD ALL EXISTING GLAZING TO REMAIN MEETS OR EXCEEDS SUCH CODES, STANDARDS, ETC. INCLUDING BUT NOT LIMITED TO TYPE, SUPPORT, FRAMING METHODS, ETC. AND UPGRADE IF OR AS REQUIRED. ALL STOREFRONTS TO BE INSTALLED BY GLAZING SUBCONTRACTORS CAREFULLY FOLLOWING REQUIREMENTS AND DETAILS FOR DESIGN AGAINST WIND LOAD CONSIDERATIONS, EVEN THOUGH SUCH INSTALLATION OF STOREFRONT GLAZING MAY BE IN AN ENCLOSED BUILDING. GENERAL CONTRACTOR TO VERIFY EXISTING STRUCTURAL SUPPORT / HANGING CONDITIONS FOR STOREFRONT AND IF STRUCTURAL SPANS ABOVE FOR SUCH HANGING EXCEED NORMAL HANGING SUPPORT DETAILS OR SPAN AND / OR WIND LOAD CALCULATIONS ARE REQUIRED DUE TO LOCAL BUILDING DEPARTMENT REQUIREMENTS, THIS CONTRACTOR IS TO HIRE A LOCAL STRUCTURAL CONSULTANT TO DESIGN SUCH SUPPORT SYSTEM HANGERS AND COMPLETE ALL STRUCTURAL CALCULATIONS / DRAWINGS IN THOSE AREAS WHERE SUCH INFORMATION IS REQUIRED AND TO INCLUDE SUCH COSTS IN THE BID TO THE TENANT. 67. ANY SUBSTITUTIONS OF FINISH MATERIALS MUST BE APPROVED BY THE TENANT IN WRITING. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR SUBMITTING TWO (2) SAMPLES OF EACH PROPOSED SUBSTITUTION. 68. ALL CONCRETE FLOOR SLABS AND / OR FILLING IN OF DEPRESSED FLOOR AREAS LEVEL WITH CONCRETE OR OTHER APPROVED MATERIALS WILL BE COMPLETED BY THE GENERAL CONTRACTOR. THE GENERAL CONTRACTOR OT INCLUDE MISCELLANEOUS STEEL FRAMING AND METAL DECK (IF APPLICABLE) AND CONCRETE INSTALLATION. ALL FLOOR SLAB PENETRATIONS SHALL HAVE WATERTIGHT SLEEVES EXTENDING A MINIMUM 4" A.F.F. AND MUST BE INSTALLED PER LANDLORD'S CRITERIA. CONCRETE SLABS MAY ONLY BE CORED DRILLED / SAW CUT, IF CONTRACTOR IS REQUIRED TO PENETRATE SUCH SLAB ABOVE, BELOW OR ADJACENT TO TENANTS SPACE. COORDINATION AND APPROVAL BY THE LANDLORD WILL BE NECESSARY PRIOR TO CORE DRILLING / SAWCUTTING. IF THIS IS A STRUCTURAL SLAB THEN ANY AND ALL PENETRATIONS THROUGH SLAB MUST BE COORDINATED WITH THE LANDLORD'S REPRESENTATIVE PRIOR TO STARTING WORK. GENERAL CONTRACTOR AND / OR ITS PLUMBING / ELECTRICAL SUBCONTRACTOR WITH LANDLORD'S PRIOR WRITTEN APPROVAL TO CORE DRILL / SAW CUT, (WHICHEVER IS APPLICABLE) CONCRETE SLAB. IF SAW OF THE STRUCTURAL SLAB IS PERMITTED BY THE LANDLORD, MAKE REPAIRS IN ACCORDANCE WITH LANDLORD'S CONSTRUCTION PROCEDURES. SLEEVE AND FIRE SEAL / SAFE ALL PENETRATIONS THROUGH RATED CONSTRUCTION. 69. ALL THE FLOOR FINISHES, WITHIN THE PREMISES, OR AT THE TRANSITION BETWEEN LANDLORD FLOOR FINISHES AND TENANTS FLOOR FINISHES (AT ENTRY OR REAR DOOR, IF APPLICABLE) ARE TO BE SMOOTH AND LEVEL TO AVOID TRIPPING HAZARDS AND BE WITHIN THE REQUIREMENTS OF BARRIER FREE DESIGN. IF AN EXPANSION JOINT COVER IS REQUIRED, SUCH COVER IS TO BE LEVEL AND SMOOTH WITH TENANTS FLOOR FINISH ELEVATION AND WILL NOT PROJECT ABOVE SUCH FLOOR FINISH ELEVATION. IF THE EXISTING SLABS ARE NOT LEVEL, THE GENERAL CONTRACTOR IS REQUIRED TO COMPLETE EXTENSIVE FLASH PATCHING THROUGHOUT TO OBTAIN A SMOOTH AND LEVEL CONCRETE SLAB. 70. SHOULD AN EXPANSION JOINT OCCUR IN THE LEASED PREMISES, GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL CONSTRUCTION AFFECTED BY SUCH JOINT, INCLUDING FURNISHING AND INSTALLING A LEVEL, SLAB HEIGHT EXPANSION JOINT COVER, INCLUDING FLOOR, WALLS AND CEILING. GENERAL CONTRACTOR SHALL MAINTAIN INTEGRITY OF ALL SUCH EXPANSION JOINTS IN A MANNER CONSISTENT WITH ACCEPTABLE CONSTRUCTION DESIGN PRACTICES. 71. ANY SCAFFOLDING, SAFETY RAILINGS, BARRICADES AND / OR PROTECTION DEVICES REQUIRED FOR THE PROJECT WILL BE FURNISHED AND PAID FOR BY THE GENERAL CONTRACTOR AS PART OF THE BASE BID, PROTECTION OF WORK IN PLACE - WORK IN PLACE THAT IS SUBJECT TO DAMAGE BECAUSE OF OPERATIONS BEING CARRIED ON ADJACENT THERE TO SHALL BE COVERED, BOARDED UP, OR SUBSTANTIALLY ENCLOSED WITH ADEQUATE PROTECTION. ALL FORMS OF PROTECTION SHALL BE CONSTRUCTED IN A MANNER SUCH THAT, UPON COMPLETION, THE ENTIRE WORK WILL BE DELIVERED TO THE OWNER IN PROPER, WHOLE, AND UNBLEMISHED CONDITION. bu3O@ REVIEWED FOR CODE COMPLIANCE APPROVED OCT .119 2011 City of Tukwila BUILDING DIVISION ECEIV GITY R OF Tu LA SEP 07 2011 PERMIT CENTER DATE: 08.26.11 JOB NO: 1111 DRAWN: CM CHECKED: CM 0 0 0 andmade 0 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 J HCENTER 0 kthAl 5 1� it Ed.' rl aN M � REVISIONS GENERAL NOTES SHEET NUMBER A -0.1 RESPONSIBILITY SCHEDULE PRE - CONSTRUCTION LANDLORD TENANT G.C. TENANT VENDOR REMARKS FURNISHED INSTALLED FURNISHED INSTALLED FURNISHED INSTALLED PERMITS AND FEES (CITY / MALL) INSTALLED STORE FRONT SIGNAGE 1/2" 1/2" TEMP. GLASS 1/2" TEMP. GLASS — HWO1 BARRICADE 101 OTHER SIGNAGE 3'-0" X 7'-0" 1 314" PTD. WOOD PAINT (PT -1) SEMI GL PTD. WOOD (PT-1) BARRICADE GRAPHICS ELECTRICAL ROOM NEUTRAL PIERS AND LANDLORD BULKHEAD 628 ADA 4 EA MORTISE CYLINDER TRASH REMOVAL / DUMPSTERS 622 STORE FRONT SYSTEM Ilio 2 SET STRAIGHT PULL RM3310 BTB 622 GENERAL CONSTRUCTION LANDLORD TENANT G.C. TENANT VENDOR REMARKS FURNISHED INSTALLED FURNISHED INSTALLED FURNISHED INSTALLED DEMOLITION STORE FRONT DOORS AND HARDWARE w 2 EA APPLIED STOP BY DOOR MFR. TRENCHING / CORING EXISTING SLAB (IF APPLICABLE) STORE FRONT METAL PANELS HWO2 1 SET POCKET DOOR KIT 9678 X 9815 LENGTH AS REQ AL HAG DEMISING WALLS - STUDS POST CONSTRUCTION LANDLORD TENANT G.C. TENANT VENDOR REMARKS FURNISHED INSTALLED DEMISING WALLS - GYP. BD. FURNISHED INSTALLED FINAL CLEAN UP / READY FOR OCCUPANCY SCH 1 EA MORTISE CYLINDER AS REQ INTERIOR WALLS -STUDS SCH POST CONSTRUCTION DUMPSTERS 1 SET ADA PULL 8103EZ -0 -N (MOUNT 3" FROM DOOR EDGE) 630 IVE INTERIOR WALLS - GYP. BD. TCO /CO INSTALL BUMPER STOP TO ALLOW 5" OF CARPENTRY - ROUGH / FINISH DOOR TO REMAIN IN THE OPENING CERTIFIED AS M /E/P /FT BUILT SUBMITTALS BLOCKING AND FURRING WARRANTIES SALES / COMMON AREA ACT CEILING AND GRID OPERATION MANUALS • SALES AREA DRYWALL CEILING APPLICABLE FRAMING MIRRORS DOORS AND FRAMES w DOOR HARDWARE PAINTING w FLOOR PREPARATION FLOOR PROTECTION VINYL BASE SALES AREA FLOORING RESTROOM FLOORING (IF APPLICABLE) STOCKROOM FLOORING (IF APPLICABLE) CARPET / WALK OFF MAT (IF APPLICABLE) w FIRE EXTINGUISHERS MECHANICAL LANDLORD TENANT G.C. TENANT VENDOR REMARKS FURNISHED INSTALLED FURNISHED INSTALLED FURNISHED INSTALLED HVAC UNITS ROOF WORK HVAC UNIT CURB HVAC DISTRIBUTION (DUCTWORK, DIFFUSERS, ETC) AIR BALANCING EXHAUST FAN AND VENTING RETURN AIR GRILLS FIRE DETECTION (SMOKE / HEAT) SMOKE EVACUATION SYSTEM FIRE SPRINKLER SHUT OFF SPRINKLER SYSTEM MODIFICATIONS PLUMBING FIXTURES WATER & SEWAGE STUB - PIPING ELECTRICAL LANDLORD TENANT G.C. TENANT VENDOR REMARKS FURNISHED INSTALLED FURNISHED INSTALLED FURNISHED INSTALLED ELECTRICAL SERVICE GAS SERVICE / PIPING METER SOCKETS ELECTRICAL PANELS • TRANSFORMERS MAIN SIGN WHIP w WIRING, CIRCUITING, RECEPTACLE, SWITCHES, ETC. ELECTRICAL CONTROL SYSTEMS (TIME CLOCK, ETC.) EMERGENCY LIGHTING / EXIT LIGHTING w LIGHT FIXTURES (SALES FLOOR ONLY) • LAMPS (SALES FLOOR ONLY) CASH WRAP WIRING FIRE ALARM SYSTEMS TELCOM / DATA WIRING w CONDUIT • POS / TELEPHONE SYSTEM w SOUND SYSTEM • CEILING MOUNTED PEOPLE COUNTER • WALL MOUNTED SPEAKERS FIXTURES /FURNISHINGS LANDLORD TENANT G.C. TENANT VENDOR REMARKS FURNISHED INSTALLED FURNISHED INSTALLED FURNISHED INSTALLED WALL STANDARDS w MILLWORK CASHWRAP 1 BACKWRAP FLOOR FIXTURE PLACEMENT / ASSEMBLY STOCK ROOM HEAVY DUTY SHELVING TOILET ROOM ACCESSORIES (IF APPLICABLE) WALL MOUNTED SHELVES DEMO SINK AND FAUCET • RESPONSIBILITY SCHEDULE CONT. STOREFRONT LANDLORD TENANT G.C. TENANT VENDOR REMARKS FURNISHED INSTALLED FURNISHED INSTALLED FURNISHED INSTALLED STORE FRONT SIGNAGE 1/2" 1/2" TEMP. GLASS 1/2" TEMP. GLASS — HWO1 ENTRY 101 OTHER SIGNAGE 3'-0" X 7'-0" 1 314" PTD. WOOD PAINT (PT -1) SEMI GL PTD. WOOD (PT-1) HWO2 ELECTRICAL ROOM NEUTRAL PIERS AND LANDLORD BULKHEAD 628 ADA 4 EA MORTISE CYLINDER AS REQ 622 STORE FRONT SYSTEM 2 SET STRAIGHT PULL RM3310 BTB 622 ROC STORE FRONT GLASS FLOOR STOP & FS40 /FS41 /FS42 AS REQ 622 IVE HOLDER STORE FRONT DOORS AND HARDWARE 2 EA APPLIED STOP BY DOOR MFR. 622 STORE FRONT METAL PANELS HWO2 1 SET POCKET DOOR KIT 9678 X 9815 LENGTH AS REQ AL HAG POST CONSTRUCTION LANDLORD TENANT G.C. TENANT VENDOR REMARKS FURNISHED INSTALLED FURNISHED INSTALLED FURNISHED INSTALLED FINAL CLEAN UP / READY FOR OCCUPANCY SCH 1 EA MORTISE CYLINDER AS REQ 622 SCH POST CONSTRUCTION DUMPSTERS 1 SET ADA PULL 8103EZ -0 -N (MOUNT 3" FROM DOOR EDGE) 630 IVE TCO /CO INSTALL BUMPER STOP TO ALLOW 5" OF DOOR TO REMAIN IN THE OPENING CERTIFIED AS M /E/P /FT BUILT SUBMITTALS WARRANTIES OPERATION MANUALS • DOOR SCHEDULE DOOR SCHEDULE # TYPE OPENING SIZE TH. DOOR MATERIAL GLAZING / FINISH FRAME MATERIAL HDWR. LOCATION 100 A PR. 3' -0" X 10' -0" 1/2" 1/2" TEMP. GLASS 1/2" TEMP. GLASS — HWO1 ENTRY 101 B 3'-0" X 7'-0" 1 314" PTD. WOOD PAINT (PT -1) SEMI GL PTD. WOOD (PT-1) HWO2 ELECTRICAL ROOM FINISH SCHEDULE MATERIAL SYMBOL DESCRIPTION LOCATION MODEL NUMBER DESCR: 1/2" Clear Tempered Glass STOREFRONT G L -1 FINISH: -New Storefront/ Entry Doors METAL DESCR: Brushed Aluminum STOREFRONT HARDWARE SET MT -1 - HW01 DESCR: 4 "x4" Aluminum Storefront STOREFRONT MT -2 COLOR: White Painted Aluminum Storefront DESCR: Brushed Aluminum DOOR HARDWARE SET - HWO2 MT-3 Mechanical Room - Door 102 DESCR: 14 Gauge Metal Panels STOREFRONT PANELS MT-4 COLOR: Powder Coated WHITE MANUF: Custom - provide sample for architects approval DESCR: 14 Gauge Metal Panels STOREFRONT PANELS MT-5 COLOR: Powder Coated BLACK MANUF: Custom - provide sample for architects approval MIRROR DESCR: 1/4" Clear Tempered Glass Mirror SALES 100 M R -1 CERAMIC TILE DESCR: 24 "X24" Staggered Floor Tile SALES 100 CT-1 Y.GRY.2424 MANUF: Olympia Tile SUPPLIER: Thompson Tile (253) 638 -7691 Steve Lemon - - : • 12 "X12" Porcealto Floor Tile CT-2 COLOR: Bianco i- ': - MANUF: D- ' : - : • 6 "X6" Matte Wall Tile CT-3 COLOR: Almond MANUF: D- • DESCR: 3 "X6" Rittenhouse Square SALES 100 CT-4 COLOR: K101 White MANUF: Daltile - Keiiie Cross (501) 416 -4610 VCT : - _ : • 12" X12" Standard Excelon Tile vCT -1 COLOR: Imperial e • : :1 ...: : -'• - MANUF:. •.. : - . WALL BASE DESCR: 4" Tile base to match floor SALES 100 B-1 COLRO: #OV.CY.GRY with Gray Grout MANUF: Olympia Tile SUPPLIER: Thompson Tile (253) 638 -7691 Steve Lemon - - : • 4" Rubber wall base B-2 COLOR: 130 Sisa MANUF: J....: -' - PAINT DESCR: Wall and Ceiling Paint SALES 100 - PT -1 FINISH: Semi - Gloss - Enamel COLOR: Behr Premium Plus - Ultra - Interior paint and primer - 1850 Ultra Pure White DESCR: Wall Paint SALES 100 _ PT-2 FINISH: Chalkboard Paint COLOR: Rust -Oleum Specialty - Black (887m1) HARDWARE SCHEDULE REVIEWED FOR CODE COMPLIANCE APPROVED OCT 19 2011 City of Tukwila BUILDING DIVISION CITY RE �C�IVE,�- F TI IKKW�ILA crp 0 7 7011 ER:?MIT CENTEP DATE: 0826.11 JOB NO: 1111 DRAWN: CM CHECKED: CM C O R T L A N D M 0 R G A N ARCHITECT 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 0 F,S?7 S0U DICE \TER 0 REVISIONS SCHEDULES SHEET NUMBER A -0.2 QUANTITY DESCRIPTION MODEL NUMBER FINISH MFR HW01 2 SET PIVOTS TOP /BOTTOM BY DOOR MFR. AS SHOWN IN 622 DETAILS 2 EA DUST PROOF STRIKE DP2 622 IVE 2 EA DEADLOCK MS 1861 -01 628 ADA 4 EA MORTISE CYLINDER AS REQ 622 ROC 2 SET STRAIGHT PULL RM3310 BTB 622 ROC 2 EA FLOOR STOP & FS40 /FS41 /FS42 AS REQ 622 IVE HOLDER 2 EA APPLIED STOP BY DOOR MFR. 622 HWO2 1 SET POCKET DOOR KIT 9678 X 9815 LENGTH AS REQ AL HAG 1 EA POCKET DOOR LOCK 2002 CPDL -3 626 ACC 1 EA CYLINDER TURN 09 -900 626 SCH 1 EA MORTISE CYLINDER AS REQ 622 SCH 1 SET ADA PULL 8103EZ -0 -N (MOUNT 3" FROM DOOR EDGE) 630 IVE INSTALL BUMPER STOP TO ALLOW 5" OF DOOR TO REMAIN IN THE OPENING REVIEWED FOR CODE COMPLIANCE APPROVED OCT 19 2011 City of Tukwila BUILDING DIVISION CITY RE �C�IVE,�- F TI IKKW�ILA crp 0 7 7011 ER:?MIT CENTEP DATE: 0826.11 JOB NO: 1111 DRAWN: CM CHECKED: CM C O R T L A N D M 0 R G A N ARCHITECT 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 0 F,S?7 S0U DICE \TER 0 REVISIONS SCHEDULES SHEET NUMBER A -0.2 NOTE: NOT ALL PARTITION TYPES USED, SEE CONSTRUCTION PLAN FOR INFORMATION EXISTING DECK INFILL FIRE SEALANT TOP AND BOTTOM AND AT ALL OPENINGS TO MAINTAIN FIRE RATING AS REQUIRED CEILING AS SCHEDULED, SEE RCP FOR INFO EXISTING WALL TO REMAIN PATCH AND REPAIR AS REQUIRED TO MAINTAIN FIRE RATING, MATCH AND ALIGN TO ADJACENT CONSTRUCTION EXISTING WALL BASE AS SCHEDULED NOTE: EXISTING WALL SHOWN FOR REFERENCE ONLY Al INSTALL (1) LAYER'' TYPE x GYP. BD. OVER EXISTING STUDS ON TCP SIDE ONLY ra PARTITION TYPE SCALE: 1'-0• EXISTING DECK BRACE TO EXISTING CONSTRUCTION AT TOP OF WALL CEILING AS SCHEDULED, SEE RCP FOR INFO EXTEND GYP. BD. 6" ABOVE CLG. (TYP.) BRACE TO EXISTING CONSTRUCTION AT MID - HEIGHT 3 8" 20 GA. METAL STUDS AT 16" O.C. TO DECK ABOVE INSTALL (1) LAYER a TYPE 'X' GYP. BD. BASE AS SCHEDULED VARIES 4 1/4" ACTUAL 5" NOMINAL SIMILAR TO PARTITION TYPE B USE 1 501' 20 GA. MTL STUDS 6 SIMILAR TO PARTITION TYPE B USES' 20 GA. MIL STUDS EXISTING DECK CEILING ' _ HEDULED, SEE RCP FO FASTE K TO CEILING 3 8" + METAL STUDS AT 16 O . STALL (1) LAYER e" YP. BD. BOTH SIDES BASE AS SCHEDULED 4 7/8" ACTUAL 5" NOMINAL P BD ONLY ONE SIDE SALE PARTITION SCALE: #' " 1'-O` EXISTING DECK EXTEND EVERY 3RD TO EXISTING DECK CEILING AS SCHEDULED, SEE RCP FOR INFO EXTEND GYP.BD. 6" ABOVE CLG. (TYP.) 20 GA. METAL STUDS AT 16" O.C. INSTALL (1) LAYER 8" TYPE 'X' GYP. BD. BOTH SIDES TYPE D: USE 3 e METAL STUDS TYPE D6: USE 6" METAL STUDS BASE AS SCHEDULED 4 7/8" ACTUAL 5" NOMINAL 7 1" ACTUAL AT PARTITION TYPE "D6" 7" NOMINAL AT PARTITION TYPE "D6" 6 SIMILAR TO PARTITION TYPE D USES' METAL STUDS EXISTING DECK FIRE SEALANT AT TOP AND BOTTOM TO MAINTAIN FIRE SEPARATION AS REQUIRED HEDULED, SEE BD. TO F EXISTING TITION CARRIES IRE RATING, SEE U.L. R COMPLETE PARTITION CTION INFO. METAL STUDS AT 16" STALL (1) LAYER e" TYPE 'X' GYP. BD. BOTH SIDES TYPE E: E 3 8" METAL STUDS TYPE E6: USE 6" METAL STUDS BASE AS SCHEDULED 4 7/8" ACTUAL 5" NOMINAL 7 4" ACTUAL AT PARTITION TYPE "D6" 7" NOMINAL AT PARTITION TYPE "D6" LAR TO PARTITION TYPE E STUDS SCALE:' PARTITION TYPE NOTES 1. ALL GYPSUM BOARD TO BE a TYPE 'X' UNLESS NOTED OTHERWISE. 2. GYPSUM BOARD HEIGHTS: a. CONTINUE GYPSUM BOARD TO 6" MINIMUM ABOVE CEILING. b. WHERE NO CEILING IS PROVIDED. RUN GYPSUM BOARD 6" ABOVE ADJACENT ROOM CEILING HEIGHT (12' -0" MIN.). c. IF A JANITOR'S CLOSET OR ELECTRIC ROOM ARE PRESENT AND DO NOT HAVE A FINISHED CEILING, RUN GYPSUM BOARD UP TO 12' -0" A.F.F. 3. ALL GYPSUM BOARD TAPED AND SPACKLED (3) COATS AND PRIMED FOR LEVEL 3 FINISH AT ALL VISIBLE AREAS, LEVEL 2 FINISH BEHIND WALL PANELS AND OTHER AREAS NOT VISIBLE TO PUBLIC (LEVEL 4 FINISH AT DISPLAY WINDOW AREA ONLY). 4. INSTALL WATER RESISTANT GYPSUM BOARD IN TOILET ROOMS, JANITOR'S CLOSET AND AT WALL BEHIND / IMMEDIATELY ADJACENT TO DRINKING FOUNTAIN. 5. ALL WOOD BLOCKING (IF ALLOWED BY CODE) FOR STANDARDS, SHELVING AND IN STOREFRONT TO BE FIRE RETARDANT. 6. ALL PLYWOOD OR MDF TO BE FIRE RETARDANT. 7. IT IS THE GENERAL CONTRACTORS RESPONSIBILITY TO PROVIDE HORIZONTAL SOLID WOOD BLOCKING AS REQUIRED FOR SUPPORT OF ANY WALL HUNG FIXTURES - ALL FIXTURE BLOCKING MUST MEET STATE AND LOCAL CODE APPROVAL FOR MAXIMUM WEIGHT SUPPORT (P.S.I.) PER SQUARE INCH. 8. ALL DIMENSIONS ARE TAKEN FROM LEASE LINE. GENERAL CONTRACTOR TO LAYOUT SPACE FROM THE LEASE LINE AND NOTIFY THE DESIGN CONSULTANT OF ANY DESCREPANCIES. t 1,-3°6 REVIEWED FOR CODE COMPLIANCE APPROVED OCT 1 9 2011 City of Tukwila BUILDING DIVISION RECEIV�Q" CITY OF TU�KV fl1 SEP 0 7 2011 PERMIT CENTER DATE: 08.26.11 JOB NO: 1111 DRAWN: CM CHECKED: CM 0 0 0 andmade w 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 z LLE 0 D b S•UTHCENTER p0 L d REVISIONS (S;�1 PARTITION TYPES SHEET NUMBER A -0.3 INTERNATIONAL ACCESSIBILITY SYMBOL RAISED VA r4 A LETTERS AND NUMBERS: 1. LETTERS AND NUMBERS ON SIGNS SHALL BE RAISED 1/32' MINIMUM AND SHALL BE SANS-SERIF UPPERCASE CHARACTERS ACCOMPANIED BY GRADE 2 BRAILLE. (SEC. 11178.5.6.1) 2. RAISED CHARACTERS OR SYMBOLS SHALL BE A MINIMUM OF ur HIGH. (SEC. 1117B5.6.2) 3. PICTORIAL SYMBOL SIGNS (PICTOGRAMS) SHALL BE ACCOMPANIED BY THE EQUIVALENT VERBAL DESCRIPTION PLACED DIRECLY BELOW THE PICTOGRAM. THE BORDER DIMENSION OF THE PICTOGRAM SHALL BE A MINIMUM OF 6' IN HEIGHT. (SEC. 1117B.5.6.3) 4. LETTERS AND NUMBERS ON SIGNS SHALL HAVE A WIDTH-TO-HEIGHT RATIO OF BETWEEN 35 AND 1:1 AND A STROKE WIDTH-TO-HEIGHT RATIO BETWEEN 1:5 AND 1:10. (SEC. 11175.5.3) 5. CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND, EITHER LIGHT CHARACTERS ON A DARK BACKGROUND OR DARK CHARACTERS ON A LIGHT BACKGROUND. (SEC. 1117B.5.5) 6. CHARCTERS AND NUMBERS ON SIGNS SHALL BE SIZED ACCORDING TO THE VIEWING DISTANCE FROM WHICH THEY ARE TO BE READ. THE MINIMUM HEIGHT IS MEASURED USING AN UPPER CASE X. LOWER CASE CHARACTERS ARE PERMITTED. FOR SIGNS SUSPENDED OR PROJECTED ABOVE THE FINISH FLOOR IN COMPLIANCE WITH SECTION 1121B, THE MINIMUM CHARACTER HEIGHT SHALL BE 3'. (SEC. 11175.5.4) 7. CONTRACTED GRADE 2 BRAILLE SHALL BE USED WHEREVER BRAILLE SYMBOLS ARE SPECIFICALLY REQUIRED IN OTHER PORTIONS OF THESE REGULATIONS. DOTS SHALL BE 1/10' ON CENTERS IN EACH CELL WITH 2/10' SPACE BETWEEN CELLS. DOTS SHALL BE RAISED A MINIMUM OF 1/40' ABOVE THE BACKGROUND. (SEC. 11175.52) SIGN LOCATIONS: 8. ALL BUILDING ENTRANCES THAT ARE ACCESSIBLE TO AND USABLE BY PERSONS WITH DISABILITIES AND AT EVERY MAJOR JUNCTION ALONG OR LEADING TO AN ACCESSIBLE ROUTE OF TRAVEL SHALL BE IDENTIFIED WITH A SIGN DISPLAYING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY AND WITH ADDITIONAL DIRECTIONAL SIGNS, AS REQUIRED, TO BE VISIBLE TO PERSONS ALONG APPROACHING PEDESTRIAN WAYS. (SEC. 11178.5.7 & 1127B.3) 9. WHEN PERMANENT IDENTIFICATION IS PROVIDED FOR ROOMS AND SPACES, RAISED LETTERS SHALL BE PROVIDED AND SHALL BE ACCOMPANIED BY BRAILLE IN CONFORMANCE WITH SECTION 1117B.5.6. SIGNS SHAU. BE INSTALLED ON THE WALL ADJACENT TO THE LATCH OUTSIDE OF THE DOOR. WHERE THERE IS NO WALL SPACE ON THE LATCH SIDE, INCWDING AT LEAF DOORS, SIGNS SHALL BE PLACE ON THE NEAREST ADJACENT WALL, PREFERABLY ON THE RIGHT. MOUNTING HEIGHT SHALL BE 60" ABOVE THE FINISH FLOOR TO THE CENTERLINE OF THE SIGN. MOUNTING LOCATION SHALL BE DETERMINED SO THAT THE PERSON MAY APPROACH WITHIN 3' OF THE SIGNAGE WITHOUT ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHIN THE SWING OF A DOOR. (SEC. 1117B.5.9) ADDITIONAL DIRECTIONAL SIGNS ALONG ACCESSIBLE PATH OF TRAVEL ARE REQUIRED. BUILDINGS REMODELED TO PROVIDE ACCESSIBLE SANITARY FACILITIES FOR PUBLIC USE SHALL HAVE INFORMATION POSTED IN THE LOBBY AS PART OF THE BUILDING DIRECTORY. INTERNATIONAL SYMBOL OF ACCESSIBILITY: 12. STANDARD USED TO IDENTIFY ACCESSIBLE FACILITIES. 13. WHITE FIGURE ON BLUE BACKGROUND, COLOR # 15090 ON FEDERAL STANDARD # 595A. 14. WHEN ENFORCING AGENCY DETERMINES, IF APPROPRIATE, SPECIAL DESIGNS AND COLORS MAY BE APPROVED. BRAILLE: 15. USE CONTRASTED GRADE 2 BRAILLE. DOTS TO BE 0.1 INCH ON CENTER IN EACH CELL 0.2 INCH SPACE BETWEEN CELLS. 17. DOTS RAISED MINIMUM 0.025 INCH ABOVE BACKGROUND. 18. SEE 4IT-4 FOR MORE INFO. 10. PROPORTIONS INTERNATIONAL SIGN OF ACCESSIBILITY11. INTERNATIONAL INTERNATIONAL SYMBOL OF ACCESS TDD SYMBOL FOR HEARING EMPAIRED 16. SI \S / PICTOGRA 4" MAX. v S FIG. (A) FIG. (A) CLEAR WIDTH ANY AMOUNT FIG. (B) CC L,1 -r cp A CJ CANE HITS POW OR PYWN BEFORE PERSON FMB OBJECT ////f//ti CANE RANGE 12' MAX. N CANERANGE FIG. (B) PROTRJDI\G OBJECTS SCALE NONE 1/2' MAX. PILE HEIGHT A B CONFESSED CARPET 114' MAX BELOW THRESHOLD THRESHOLD FIN. FLOOR LEVEL TRANSITION BETWEEN FLOOR FINISHES LEVEL CHANGES NOTES: 1/2' MAXIMUM TOTAL HEIGHT WITH 114. MAXIMUM VERTICAL CHANGE AT EDGE. 1 : 2 SLOPED BEVEL REQUIRED IF LEVEL CHANGE IS OVER 114• VERITCAL LEVEL CHANGE. 114 MAXIMUM VERTICAL LEVEL CHANGE. THRESHOLD / LEVEL CHA\CES 1/2" MAX. SCALE NONE PROVIDE SECOND SFr OF HANDRAILS AT 241 A.F.F. WHEN CHILDREN ARE PRIMARY USERS. TW TREAD VVIDTH TOP LANDING VISUAL WARNING STRIPS SHALL BE 2' MIN. WIDTH & INSTALLED 1• MAX. FROM EDGE OF THE TOP AND BOTTOM TREADS OF INTERIOR STAIRS, AND ON ALL TREADS OF EXTERIOR STAIR& A STAIR SECTION 1 1/4" TO 1 1 2" 1 1 2" HANDRAIL 1-114' TO 1-1/2' (O.D.) GRAB BAR B STAIR A\D HA DRAIL DETAILS SCALE NONE ELEVATION // OPTIO (a) SIDE REACH POSSIBLE POST AND BASE PLAN I I z 48" MIN NONE A HIGH FORWARD REACH LIMIT 48" ELEVATION ELEVATION PLAN J 30• MIN. (Y) WHERE DEPTH (X) IS GREATER THAN 24', WIDTH (Y) SHALL BE A MIN. OF 36' (b) FULL HEIGHT ENCLOSURE PLAN M M 0 30" MIN NOTE: IF Y< 30 INCHES NOTE: IF Z >12 INCHES THEN X> 27 INCHES THEN Y SHALL BE >30 INCHES (c) FORWARD REACH REQUIRED PUBLIC TELEPHON J NOTES: 1. X SHALL BE <25 INCHES; Z SHALL BE > X 2. WHEN X < 20 INCHES, THEN Y SHALL BE 48 INCHES MAXIMUM. 3. WHEN X IS 20 TO 25 INCHES, 'THEN Y SHALL BE 44 INCHES MAXIMUM. MAXIMUM FORWARD REACH OVER AN OBSTRUCTION B 30" J CLEAR FLOOR SPACE PARALLEL APPROACH 24" 30" E lAC 0 D HIGH AND LOW SIDE REACH LIMITS MAXIMUM SIDE REACH OVER AN OBSTRUCTION REQUIREv E\TS SCALE NONE WHEELCHAR ACCES& 1. MINIMUM CLEAR FLOOR OR GROUND SPACE FOR FORWARD OR PARAW1APPROACH 306 486 NCLIMING KNEE SPACE UNDER PROJECTING OBJECTS. 2. ACCESSIBLE CLEAR FLOOR OR GROUND SPACE TO ADJON ONE SIDE OF REQUIRED MINIMUM SPACE AND ADJOIN THE REQUIRED ACCESSIBLE ROUTE. 3. IF MINIMUM CLEAR FLOOR OR GROUND SPACE HAS ONE TO THREE SIDES CONFINED BY VERTICAL SURFACES, ADDMONAL 6' Mk WIDTH OF MANEUVERING SPACE IS TO BE PROVIDED. 4. FLOOR OR GROUND SURFACE TO BE SIP RESISTANT. 5. BASES, ENCLOSURES OR FIXED SEATS NOT TO IMPEDE ACCESS FOR WHEELCHAIR USERS. PARTIAL ENCLOSURES: 6. ENCLOSURES PROJECTING INTO WALKS, HAU, CORRIDORS OR AISLES TO COMPLY WITH REQUIREMENTS FOR PROTRUDING OBJECTS. 7. MINIMUM 30' ENCLOSURE WIDTH WHEN PROJECTIONS EXCEED 1211. 8. MAXIMUM 19' PROJECTION OVER CLEAR FLOOR OR GROUND SPACE. 9. ENCLOSURE PROJECTIONS SHOULD BE A MIN.OF 27' ABOVE FLOOR OR GROUND SURFACE TO LOWEST POINT OF ENCLOSURE. FULL HEIGHT ENCLOSURES: 10. ENTRANCE 30' MINIMUM WIDTH, UNLESS NOTED OTHERWISE. TELEPHONE EQUIPMENT: 11. AT LEAST ONE PHONE IN A BUILDING OR FACILITY TO BE EQUIPPED WITH VOLUME CONTROL FOR HEARING IMPAIRED USERS. 12. PUSH-BUTTON CONTROLS ARE REQ'D. WHERE SERVICE FOR THIS EQUIPMENT IS AVAILABLE. 13. 29' LONG CORD FROM TELEPHONE TO HANDSET. 14. MOUNTING HEIGHT TO HIGHEST OPERABLE PART OF EQUIPMENT IS 48' FOR FRONT REACH AND 54' FOR SIDE OR DIAGONAL REACH. ADDITIONAL NOTES: 15. TELEPHONE SHALL BE HEARING AID COMPATIBLE. 16. SEE TYPICAL ACCESSIBILITY NOTES SHEET FOR 'ADDITIONAL REQUIREMENTS" INCLUDING INFORMATION PERTAINING TO TEXT TELEPHONES. RECESSED FOUNTAINS: 1. WITHIN ALCOVES MINIMUM 63' WIDE, MINIMUM 18' DEEP WHEN DOUBLE DINNING FOUNTAINS ARE REQUIRED AND 3r MIN. CLR. WHEN A SMILE FOUNTAIN IS PERMITTED. A. CONTRACTOR SHALL COORDINATE WITH SIZE OF WATER FOUNTAIN TO BE USED AND SIZE ALCOVE ACCORDINGLY COMPLYING WITH REQUIREMENTS AND RECOMMENDATIONS AND COORDINATING WITH THE ARCHITECT. 2. SEE TYPICAL ACCESSIBILITY NOTES SHEET SECTIONS 6R6 &V. PROJECTED FOUNTAINS 1. WARNING FOR THE VISION IMPAIRED AT A PROJECTED DRINKING FOUNTAIN CAN BE PROVIDED BY EITHER OF THE FOLLOWING MEANS: A RECESSED FOUNTAINS NOTE: A. THE SURFACE OF THE FLOOR OR GROUND AT THE DRINKING FOUNTAIN CAN BE OF CONTRASTING COLOR WITH A TEXTURE THAT CONTRASTS IN RESILIENCY WITH THE ADJACENT FINISHED FLOOR MATERIAL SO THAT IT CAN BE SENSED BY A CANE, WITH THE TEXTURE EXTENDING FROM THE WALL TO ONE FOOT BEYOND THE FRONT EDGE OF THE DRINKING FOUNTAIN AND ONE FOOT BEYOND EACH SIDE OF THE FOUNTAIN, OR B. INSTALL WING WALLS ON EACH SIDE OF THE DRINKING FOUNTAIN TO PROJECT OUT FROM THE MAIN WALL AT LEAST AS FAR AS THE DRINKING FOUNTAIN AND TO WITHIN 6' OF THE PATH OF TRAVEL FLOOR FINISH. THERE MUST BE 32' CLEAR BETWEEN THE WING WALLS, OR ILLUSTRATIONS SHOWN HERE ARE FOR DIMENSIONAL ACCESSIBILITY PURPOSES ONLY. A SECOND DRINKING FOUNTAIN SHOULD BE PROVIDED AT A MOUNTING HEIGHT SUITABLE TO PERSONS WITH LIMBED PHYSICAL BENDING ABILITY, ADJACENT TO THE ACCESSIBLE FOUNTAIN, MAINTAINING MINIMUM CLEARANCES NOTED AND AS REQUIRED. PROVIDE TEXTURED AREA OF CONTRASTING COLOR TO IDENTIFY WATER FOUNTAIN LOCATION AS NOTED. WHEN FOUNTAIN 15 AT AN INTERIOR LOCATION, THE TEXTURED AREA SHALL ALSO BE OF DIFFERENT RESIUENCY THAN THAT OF THE ADJACENT FLOOR SURFACE FINISH. SEE TYPICAL ACCESSIBILITY NOTES SHEET FOR ADDITIONAL REQUIREMENTS. SCALE V.I.F. (SEE NOTES A & B) SE CLEARANCE _)8" NOTES A 32" CLR. ir MN. CLEAR, 24' PREFERRED PLAN TOILE SEAT DISPENSER (WHERE OCCURS) 14260 DIAMETER GRAB BAR W/ PEENED FINISH & 250 LBS. CAPACITY 36" MAXIMUM 24 12" irroirro TOP OF TOILET SEAT ROLL PAPER HOLDER WITHOUT STOPS B ELEVATIONS >4 r") • cr) 301 (MIN.) GRAB BAR 42' GRAB BAR 48' MIN. WHEN FRONT ENTRY DOOR OR el MINIMUM WHEN SIDE ENTRY DOOR CLEARANCE NOTES: k 28' CLR. BETWEEN LAVATORY AND EDGE OF WATER CLOSET TANK UD WHEN TANK WATER CLOSET OCCURS. B. 28' MIN. CLR. TO EDGE OF BOWL WHEN FLUSH VALVE WATER CLOSET OCCURS. (28' MIN. CLR. BETWEEN LAVATORY TO FURTHEST PROTRUDING EDGE OF WATER CLOSET, TYPICAL) AN. ; • NOTE: 1. PROVIDE PRIVACY DOOR LOCK WHEN IT IS A PRIVATE TOILET OR FOR UNISEX USE. 2. GRAB BARS; SEE TYPICAL ACCESSIBILITY NOTES SHEET. 3. SEE 3/T-3 & 2/TA-1 FOR MORE INFO. 6" A4 8" MAX. .17" MINA REVIEWED FOR CODE COMPLIANCE APPROVED OCT 1 9 2011 City of Tukwila BUILDING DIVISION 54" PREFERRED 48" MINIMUM REQUIRED CLEAR SPACE 36" MINIMUM NONE WHERE ADJACENT OBSTRUCTION OR WALL OCCURS • ir MINIMUM IF DOOR HAS ' 6 I' BOTH A CLOSER AND A LATCH A 24' MIN. EXTERIOR 18' MIL INTERIOR REQUIRED CLEAR SPACE PLAN DOOR WIDTH PLUS 24" MIN. EXTERIOR 18" MIN. INTERIOR 24' MIN. EXTERIOR & 18' MINIMUM INTERIOR BEYOND STRIKE EDGE OF A GATE OR DOOR ON THE SIDE TOWARD WHICH IT SWINGS. DOOR WIDTH PLUS 42" B RAMP LANDING AT DOORWAY PLAN NOTES: DOOR WIDTH PLUS 42' A B CORRIDOR PLAN 48 MINIMUM 32" CLEAR 18" MIN. INTERIOR 24" MIN. EXTERIOR OF BLDG. VESTIBULE PLAN 1. CLEAR SPACES MUST BE LEVEL TO PREVENT WHEELCHAIRS FROM ROLLING WHEN THE OCCUPANT RELEASES THE WHEEL GRIPS TO REACH FOR THE DOOR. 114' PER FOOT IS ALLOWED FOR DRAINAGE. 2. WHERE DOORS OPEN ONTO, BUT NOT INTO A CORRIDOR, THE REQUIRED LEVEL AREA BEYOND THE DOORS MAY BE A MINIMUM OF 4r. FOR ADDITIONAL INFORMATION, SEE APPLICABLE NOTES ON TYPICAL ACCESSIBIUTY NOTES SHEET. DOOR CLEAR SPACE SCALE NONE DOOR TYPE: . MINIMUM 10' HIGH SMOOTH SURFACE AT DOOR BOTTOM, EITHER ATTACHED PANEL OR BOTTOM RAIL HARDWARE: OPENABLE FROM INSIDE WITHOUT USE OF KEY OR SPECIAL KNOWLEDGE OR EFFORT. OPENABLE BY SINGLE EFFORT LEVER-TYPE DEVICE (NOT REQUIRING GRASPING). MOUNTED 36' TO 42'. MAXIMUM 55 LBS. EFFORT TO OPERATE EXTERIOR DOOR, 5 LBS. FOR INTERIOR. A DETAIL 36' TO 42' LEVER OR U SHAPED HANDLE 10' MIN. BOTTOM / RAIL OR PROVIDE KICK PLATE, t ----- RUBBER BUMPER ON CHAIR (WHERE INDICATED) A NARROW FRNAE WITH A BEVELED TOP EDGE (30 DEGREE MAXIMUM BEVEL TO VEFMCAL PLANE) INSTALLED AT 7HE BOTTOM OF A GLASS DOOR (WITH NO SIDE FRNES) MAY BE USED IN LJEU OF PROVIDING NE REQUIRED 104NCH UNINTERRUPTED SURFACE AT THE BOTTOM OF THE DOOR B 4 PRIVACY / U\ISEX TOILET ROO NOTE: ALL RAMPS MUST MEET HANDRAIL AND CURB REQUIRBANTS. 3110° INTERVAL MAX VARIES -.... 39• INTERVAL MAX VARIES ... „, AS FtEQUIRED7 STRAIGHT RAMP RUN A WHEN DOOR SWINGS ONTO LANDING 42" MIN. PWS DOOR WIDTH , AS REQUIRED B • 360 \joys r '1 'MAX RISE (TYP.) oro WHEN DOOR SWINGS ONTO LANDING 42' MIN. PWS DOOR WI 4.0111111iIIIIIiiiiiill -041111111100 30' MAX. RISE TYP. RAMP WITH INTERMEDIATE SWITCH-BACK PLATFORM 360" INTERVAL MAX. VARIES (TYP.) 60" MIN. LANDING 360" INTERVAL MAX. ONN. 101 VARIES GUARD RAIL AND CURB 11` IN • ▪ r•-• " o SCALE 2 HANDRAIL AT RAMPS RAIUNG REM. 1 1 WINERE INTERM. RAILS 1 1 W/ MAX OF 41° CLEAR SPACE BETWEEN RAILS 1 / ARE NOT REQUIRED, I TYPICAL 6' HIGH WARNING -1-11 CURBS WHEN A 4• (OR MORE . DROP OCCURS re MINIMUM TO 30' MAXIMUM „ ----------- ...... ......... 48" MIN. D RAMP SECTION ----- ADJACENT HAZARD POLE --------- CURB (TYPI STREET NR) WHEN DOOR SWINGS ONTO LANDING 42' MIN. PWS DOOR WIDTI E DETAIL h lk TYPICAL DETECTABLE, WARNING TILES @ CURB RAMPS - SEE TYPICAL ACCESSIBI NOTES FOR MORE INFO. 48" MIN. GROOVED WARNING BORDER DETAIL (PER CITY OF LOS ANGELES MEMORANDUM OF GENERAL DISTRIBUTION NO. 80, DISABLED ACCESS POLICY NO. 3, DATED JANUARY 29, 1988) DOOR SCALE NONE 30" MAX. RISE (TYP.) c RA v INTERMEDIATE TURNING POSITION RAMP WITH TURNING PLATFORM P DETAILS A D OTES NTERMEDIATE PLATFORM 72" on PS I` ilLEA8PREREQ.SS CURB TYPICAL DETECTABLE WARNING GROOVED BORDER - SEE TYPICAL ACCESSIBILITY NOTES SHEET FOR ADDITIONAL INFORMATION F 24" MIN. OF STRAIGHT CURB TYP. WALK ... LINE OF CURB AREA(' ." " 1:12 SLOPE AS OCCURS Typ 48" 60"/ MAX. TYP. LINE OF FRONT OF REQ'D PARKING SPACE. 1:10 MAX SLOPE (TYPICAL) CURB RAMP DETAILS LINE OF OBSTRUCTION OR EDGE OF WALK AREA AS OCCURS, TYP. SCALE DATE: 08.26.11 JOB NO: 1111 DRAWN: CM CHECKED: CM 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635-5696 FAX: (817) 635-5699 0 87 _... j u OL JTHCE\ TER cr) 0 LO CORT1.1 .4 4 iSTAU wAzcnaTo REVISIONS ARSILA SEP 07 2011 PERMIT CENTER •* (7) ADA STANDARDS SHEET NUMBER A-0.4 DEMOLITION NOTES ALL WORK TO BE CONDUCTED BY THE GENERAL CONTRACTOR UNLESS NOTED OTHERWISE. 1. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL EXISTING FIELD CONDITIONS SO AS TO BECOME FAMLIARIZED WITH THE DEMOLITION AND / OR DEMOLITION WORK WHICH MAY BE REQUIRED TO PRODUCE RESULTS INTENDED IN THE CONTRACT DOCUMENTS. THE SCOPE OF WORK DESCRIBED IN THE CONTRACT DOCUMENTS ANTICIPATES THE DEMOLITION OF EXISTING CONSTRUCTION IN PART OR ITS ENTIRETY, AND THE DEMOLITION RELOCATION AND REPOWERING OF CERTAIN CONSTRUCTION MATERIALS AND EQUIPMENT, INCLUDING ITEMS RELATED TO OTHER TENANTS WHICH MAY PASS THROUGH OR OCCUPY THIS TENANTS SPACE. IT 18 THE INTENT THAT EACH PORTION OF THE DEMOUTION AND REMODELING WORIC BE DONE BY THE SPECIFIC TRADE INVOLVED IN THE INITIAL INSTALLATION. THAT 18 - CARPENTRY WORK BY THE CARPENTRY TRADE. MECHANICAL AND ELECTRICAL WORK BY TIE: MECHANICAL AND ELECTRICAL TRADES RESPECTIVELY, AND 80 ONE THEREFORE, EACH CONTRACTOR AND SUBCONTRACTOR SHALL THOROUGHLY EXAMINE THE PROPOSED WORK AND MAKE ALLOWANCES IN THEIR PROPOSAL FOR THE COST OF ALL DEMOLITION AND / OR DEMOLITION WHICH MAY BE REQUIRED TO PRODUCE THE END RESULTS INTENDED BY THE CONTRACT DOCUMENTS. 2. IF THE GENERAL CONTRACTOR 18 REQUIRED TO INSTALL A STOREFRONT BARRICADE PRIOR TO THE DEMOLITION PHASE OF THIS PROJECT, SUCH BARRICADE TO MEET THE LATEST BARRICADE DESIGN REQUIREMENTS OF THE LANDLORD, INCLUDING THE PAINTING OF SUCH BARRICADE AND ANY NONAGE ALLOWABLE BY LANDLORD AND UNDER LEASE OBLIGATION COORDINATE WITH MALI. TO BUILD PER MALL STANDARDS. 3. GENERAL CONTRACTOR TO COMPLETE ALL DEMOLITION AS NOTED IN CONTRACT DOCUMENTS AND REMOVE ALL DEBRIS AND RUBBISH FROM THE PROJECT AND BUILDING SITE. 4. ALL RUBBISH AND DEBRIS TO BE REMOVED FROM THE PROJECT SITE WITHIN A 24 HOUR PERIOD OR PLACED IN DUMPSTER LOCATIONS; THIS CONTRACTOR TO RECEIVE APPROVAL OF DUMPSTER LOCATION FROM BUILDING LANDLORD REPRESENTATIVE. 5. ALL DEBRIS REMOVED FROM THE PROJECT SITE TO BE DUMPED IN ONLY APPROVED DUMPING SITE. ANY ASBESTOS DEMOLITION OR DEBRIS DUMPING TO BE COMPLETED BY THIS CONTRACTOR, PER PROPER APPROVALS. 6. DEMOUTION WORK WILL REQUIRE APPROVAL FROM THE LOCAL BUILDING DEPARTMENT, AND ALL INSURANCE PAPERS AS REQUIRED BY THE LANDLORD OF THE BUILDING TO BE SUBMITTED WITH THE REQUIRED UMITS OF LIABILITY AND INDICATION OF INSURED PRIOR TO STARTING WORIC. 7. ALL AREAS WHERE DEMOLITION IS TO OCCUR 18 TO BE SECTIONED OFF FROM THE PUBLIC AND ALL REQUIRED SHORING, BARRICADING, AND SCAFFOLDING TO BE THE RESPONSIBILITY OF THE GENERAL CONRACTOOR. 8. ALL WORK TO BE IN ACCORDANCE WITH OSHA REQUIREMENTS. 9. GENERAL CONTRACTOR TO CONTACT BUILDING LANDLORD REPRESENTATIVE AND ALL UTILITY COMPANY REPRESENTATIVES HAVING JURISDICTION OVER THIS PROJECT TO ASCERTAIN BUILDING AND UTILITY COMPANY UNES ABOVE, WITHIN, OR BELOW PREMISES TO AVOID ANY POSSIBILITIES OF CUTTING SUCH ONES, CAUSING IMPLOSIONS, ETC. 10. GENERAL CONTRACTOR 18 RESPONSIBLE FOR THE BREAKOUT AND DEMOLITION OF CONCRETE SLAB AT ALL AREAS WHERE UNDER SLAB MECHANICAL, PLUMBING, AND ELECTRICAL WORK OCCURS. REVIEW AND COORDINATE EXACT LOCATION AND SIZES WITH THE MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS. NOTE DO NOT CUT SLAB WITHOUT WRITTEN APPROVAL FROM LANDLORD. ALL WORK TO BE DONE BEFORE OR AFTER MALL BUSINESS HOURS. 11. ALL WORK TO MEET REQUIREMENTS OF TENANT AND BE COMPLETED IN ACCORDANCE WITH LANDLORD'S CONSTRUCTION "RULES AND REGULATIONS". 12. DEMOLITION OR DEMOLITION REMOVAL TO BE COMPLETED IN A MANNER THAT THE "QUIET ENJOYMENT OF ALL ADJACENT TENANTS OR THE BUILDING COMPLEX 18 ADHERED TO AND THE OPERATION OF ADJACENT TENANTS OR THE BUILDING IN HAMPERED IN ANY WAY. 13. PROTECTION OF ADJACENT TENANTS OR SPACES 18 REQUIRED PRIOR TO START OF DEMOLITION. 14. ALL CUTTING OF SERVICES OR UTILITIES AFFECTING THE BUILDING COMPLEX OR ADJACENT TENANTS INCLUDING SPRINKLER OPERATION TO BE COMPLETED DURING 'OFF HOURS". 15. ALL ELECTRICAL DEMOLITION TO BE COMPLETED BY A BONDED UCENSED ELECTRICIAN. THE ELECTRICAL CONTRACTOR SHALL REMOVE AND 1 OR RELOCATED ALL EXISTING ELECTRICAL DEVICES, CONDUIT, AND WIRING WORK AS CALLED OUT IN THE CONTRACT DOCUMENTS AND AS NECESSARY WHETHER SUCH ITEMS ARE INDICATED IN THE CONTRACT DOCUMENTS OR NOT, IN ORDER TO ACCOMPLISH THE INSTALLATION OF THE SPECIFIED NEW WORK EQUIPMENT. MATERIAL AND DEVICES REMOVED SHALL BECOME THE PROPERTY OF CONTRACTOR (IF APPROVED BY THE TENANT). SUCH ITEMS MAY ONLY BE REUSED IF SPECIFICALLY DESIGNATED IN CONTRACT DOCUMENTS. CONDUIT, WIRE, AND OUTLET BOXES REMOVED SHALL BE SCRAPPED BY THE ELECTRICAL CONTRACTOR WHERE WALLS AND CEIUNG ARE TO BE REMOVED. THE CONDUIT 18 TO BE CUT OFF BY THE ELECTRICAL CONTRACTOR SO THAT THE ABANDONED CONDUIT IN THESE WALLS AND CEILINGS MAY BE REMOVED WITH THE WALLS AND CEIUNGS BY THE DEMOUTION CONTRACTOR. ALL DEAD END CONDUIT RUNS SHALL BE PLUGGED AT THE REMAINING UNE OUTLET BOXES OR AT THE PANELS, IN NOT COMPLETELY REMOVED. 16. ALL ELECTRICAL WIRING AND FIXTURES TO BE REMOVED AND THE MAIN ELECTRICAL SERVICE TO BE EXTENDED AND RELOCATED BY THE GENERAL CONTRACTOR INCLUDING SERVICE CONDUIT AND WIRE. WITH ALL NEW TRANSFORMER(8), DIBCONNECTS(8), TROUGHS, PANELS, ETC. TO MAKE UP TENANT'S NEW ELECTRICAL DISTRIBUTION AREA, AS INDICATED ON THE CONTRACT DOCUMENTS. 17. ALL PLUMBING DEMOLITION TO BE COMPLETED BY A BONDED UCENSED PLUMBER. PLUMBING SUBCONTRACTORS TO VISIT SITE PRIOR TO BIDDING ON DEMOLITION, LOCATE ALL SUPPLY, WASTE AND VENT PIPING TO BE REMOVED. LABEL ALL SUPPLY, WASTE AND VENT PIPING TO REMAIN, COORDINATE WITH LANDLORD AS TO ALL CONCRETE CUTTING OF SLABS WHICH WILL BE COMPLETED BY LANDLORD'S G.C., CAP BELOW SLAB UNES AS REQUIRED. BRING UP TO SLAB UNES ALL PIPES THAT ARE TO BE CREATED FOR CODE REQUIRED CLEAN -OUTS AND FOR ALL NEW CLEAN -OUTS. COORDINATE WITH GENERAL CONTRACTOR AND INSTALL A BRASS FINISH PLATE LEVEL WITH FINISH FLOOR ON NEW WORK. ALL RECOMPACTION, BAICKFIWNG AND NEW SLAB WORK BY THIS CONTRACTOR SHALL BE IN COORDINATION WITH GENERAL CONTRACTOR. CAP ALL UNES IN DEMISING WALLS THAT WILL NOT BE REUSED AND REMOVE ALL UNES CONCEALED IN DEMISING PARTITIONS THAT ARE BEING REMOVED. 18. THE PLUMBING SHOWN TO BE REMOVED AND ALL ASSOCIATED PIPE PENETRATIONS THROUGH WALLS, ROOF AND FLOOR SHALL BE SEALED AND LEVELED SMOOTH WITH ADJACENT MATERIALS. 19. DEMOLITION WORK TO BE PHASED TO ALLOW PROPER EGRESS FOR ANY PERSON IN CASE OF FIRE OR HAZARD AND NO DEMOUTION WORK CAN OCCUR IF THE WORK JEOPARDIZES A MEANS OF EGRESS FOR THE PUBUC OR PROJECT EMPLOYEES. 20. ALL FLOORING MATERIALS (WITH THE EXCEPTION OF CARPET - REMOVE) TO REMAIN THROUGHOUT NEW PUBLIC AREA. PREPARE EXISTING FLOOR TO RECEIVE NEW FLOOR FINISH PER PVC TILE MANUFACTURER'S SPECIFICATIONS. REMOVE EXISTING FLOORING IN NEW STOCK ROOM AREA, PREPARE SLAB AS REQUIRED FOR NEW SEALANT. 21. ALL UGHT FIXTURES TO BE REMOVED AS INDICATED ON THE DEMOLITION PLAN. 22. REMOVE EXISTING GYPSUM BOARD AND ACOUSTICAL TILE CEILINGS AS INDICATED ON THE DEMOUTION PLAN. 23. ALL LABOR TO BE COMPATIBLE WITH OTHER LABOR COMPLETING WORK IN THE BUILDING. 24. ALL PARTITIONING AND FINISHES TO BE REMOVED, UNLESS NOTED OTHERWISE, EXIST. FURRED WALLS AROUND PERIMETER TO BE REMOVED AS NOED. 25. ALL SPRINKLER UNES, MAINS, BRANCHES, AND HEADS TO REMAIN OR TO BE MODIFIED, RAISED, REPOSITIONED BY THE GENERAL CONTRACTOR'S SPRINKLER CONTRACTOR, OR LANDLORD'S DESIGNATED SPRINKLER CONTRACTOR (GENERAL CONTRACTOR TO VERIFY PRIOR TO BID). 28. REUSE EXISTING ROOF SUPPORTS AND OPENINGS TO THE FULLEST EXTENT POSSIBLE AND PATCH AND REPAIR AS REQUIRED, AND AS INDICATED ON MECHANICAL DRAWINGS. 27. ALL EXIST. UTILITIES WITHIN LEASE UNES TO BE RAISED AND MODIFIED AS REQUIRED, INCLUDING SPRINKLER UNES, TO ALLOW FOR TENANT'S NEW FINISHED CEUNG HEIGHT. 28. THE GENERAL CONTRACTOR TO MAINTAIN THE INTEGRITY OF THE LANDLORD STOREFRONT BUUCHEAD, TO STRUCTURE ABOVE. ALL REPAIRS ARE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. 29. !Tie THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO VERIFY THE EXISTING CONDITIONS OF THE SPACE AS SOON AS POSSIBLE TO VERIFY THAT THE PROPOSED DESIGN WILL NOT CONFLICT WITH ANY EXISTING CONDITIONS INCLUDING, BUT NOT UMITED TO, CEUNG HEIGHTS, STOREFRONTS, ETC. 30. INTERIOR DEMOLITION: DURING INTERIOR DEMOLITION ALL COMBUSTIBLE MATERIALS ARE TO BE REMOVED, I.E. NON -FIRE RETARDANT STUDS, BLOCKING, PLYWOOD, PANEUNG AND ANY OTHER MATERIAL DEEMED COMBUSTIBLE 31. FIRE EXTINGUISHERS TO REMAIN READILY AVAILABLE ON SITE DURING DEMOLITION AND NEW CONSTRUCTION PHASES WITH ALL WORKERS TRAINED IN THEIR PROPER USE. LANDLORD COMMENTS: - ANY EXISTING EQUIPMENT OF COMPONENT IN OR PERTAINING TO THE PREMISES THAT IS BEING ABANDONED MUST BE DEMOLISHED COMPLETELY AND PROPERLY REMOVED FROM PREMISES. -ALL ABOVE GROUND UTILITY UNES NOT TO BE RE -USED MUST BE REMOVED TO THE POINT OF ORIGIN. ALL UNDER SLAB UTILITY UNES TO BE CUT, CAPPED AND SEALED PER CODE. - ALL ROOF MOUNTED EQUIPMENT ABOVE THE LEASED PREMISES NOT TO BE RE -USED MUST BE REMOVED BY TENANT GC AT TENANTS EXPENSE. ROOF MUST BE PROPERLY PATCHED BY MALL REQUIRED ROOFER. ROOF CURBS MUST BE REMOVED AND ROOD PATCHED - DO NOT CAP. COORDINATE ALL WORK WITH MALL OPERATIONS DIRECTOR. -ALL FLOOR PENETRATIONS MUST BE CORE BORED OR SAW CUT. GC MUST X-RAY OR OTHERWISE VERIFY THAT THERE ARE NO EXISTING UNDER SLAB CONDITIONS OR UTILITIES THAT WILL BE AFFECTED PRIOR TO CORING / CUTTING CONCRETE. - OPENING ON ELEVATED SLABS MUST BE SLEEVED, SEALED, FOIE STOPPED, AND WATERPROOFED. -ALL PIPING SLEEVES MUST EXTEND A MINIMUM OF 4 ", OR TO THE HEIGHT OF TIE: BASE. -COORDINATION OF CONSTRUCTION BARRICADE AND DUMPSTER 18 TO BE COORDINATED WITH MALI. MANAGEMENT ON SITE ADJACENT TENANT MEP DEMO NOTES: - REMOVE EXISTING CEILING AND LIGHT FIXTURES - REMOVE ALL UNUSED CONDUIT / WIRING, OUTLET BOXES, WIRING DEVICES, LIGHTS AND APPURTENANCES - REMOVE ALL UNUSED DUCTWORK, HANGERS, GRILLES, AND APPURTENANCES - REMOVE ALL UNUSED PLUMBING FIXTURES, WATER PIPING, SEWER PIPING, VENT PIPING AND APPURTENANCES GENERAL CONTRACTOR TO VERIFY EXISTING FLOOR CONDITIONS - PROVIDE APPROPRIATE FLOOR PREP FOR SPECIFIED FLOOR MATERIALS J r - r REMOVE EXISTING MOP SINK L L EXISTING ELECTRICAL PANELS TO REMAIN - RE: ELECTRICAL DRAWINGS REMOVE EXISTING WALK IN UNITS REMOVE EXISTING HOLLOW METAL DOOR AND FRAME - PATCH WITH 20 GA. METAL STUDS 16° O.C. - MATCH EXISTING DEMISING WALL STANDARDS REMOVE EXISTING WALLS - SHOWN DASHED r I`. I • -J - I • J EXISTING DEMISING WALL TO REMAIN - SHOWN SHADED EXISTING DEMISING WALL TO REMAIN - SHOWN SHADED REMOVE EXISTING CEILING FUR DOWN REMOVE EXISTING WALL - SHOWN DASHED 1 t -- --- -- I REMOVE ALL EXISTING COUNTERS / MILLWORK 1 J REMOVE EXISTING FIRE EXTINGUISHER CABINET - RE: ARCHITECTURAL DRAWINGS FOR NEW LOCATION - COORDINATE SPECIFICATION AND MOUNTING HEIGHTS WITH LANDLORD - REMOVE EXISTING TENANT SIGNAGE DEMOLITION PLAN Scale = 1". 1' -O" LEASE LINE ADJACENT TENANT REVIEWED FOR ODE COMPLIANCE APPROVED OCT 10 2011 City of Tukwila BUILDING DIVISION Ktl;ty U crry of Tlu *LA SEP 07 2011 PERMIT CENTER DATE: 08.26.11 JOB NO: 1111 DRAWN: CM CHECKED: CM 0 0 0 ancmade cn 0 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 z uJ 0 0 0 OL U SOJTHCENTER 0 Ln x;01 REVISIONS DEMOLITION PLAN SHEET NUMBER D -1 CEILING SCHEDULE TYPE DESCRIPTION LOCATION BY ROOM # ACTION Al NEW GYPSUM BOARD CEILINGS -TO BE SMOOTH, EASILY CLEANABLE, NON- ABSORBENT, AND LIGHT IN COLOR 100, 101 TO BE PROVIDED AND INSTALLED BY G.C. DISCIPLINES COORDINATION NOTES 1. REFER TO THE MECHANICAL DRAWINGS BY ARJO ENGINEERS FOR LOCATION, SIZES AND SPECIFICATIONS OF HVAC AIR HANDLER, DUCTWORK, DIFFUSERS, AND REGISTERS. 2. REFER TO ELECTRICAL DRAWINGS BY ARJO ENGINEERS FOR LOCATION AND SPECIFICATIONS OF PLUMBING, PANELS, RECEPTACLES, SWITCHES, CIRCUIT WIRING, LIGHTING FIXTURES, EMERGENCY LIGHTING AND EXIT LIGHTS. 3. REFER TO PLUMBING DRAWINGS BY ARJO ENGINEERS FOR LOCATION AND SPECIFICATIONS OF PLUMBING FIXTURES AND ACCESSORIES PARTITION LEGEND EXISTING WALLS / PARTITIONS NEW GWB PARTITIONS A PARTITION TYPE (SEE A -0) MATERIALS / FINISH LEGEND FLOOR FINISH / WALL BASE KEDB-1 WALL - CEILING FINISH / SURFACES PT -1 ■ FLOOR TRANSITION T A MILLWORK / FINISHES ADJACENT TENANT ELECTRICAL B-1 WALL SURFACES TO7.10'A.F.F. U .0. - WALL SURFACES ABOVE 7' -10" A.F.F. U N.O. - WALL SURFACES TO T -10' A.F.F. .N.0. - WALL SURFACES ABOVE r-ur A.F.F. U.N.O. - WALL SURFACES TO T -10" A.F.F. U.N.O. ADJACENT TENANT SURFACES TO TO T -10' A.F.F. u 0. PT-2 - WALL ACES - 7-10" A.F.F. U.N.O. PT -1 -� - WALL SURFACES TO 7'-10' A.F.F. I.N.O. PT-2 -' - WALL SURFACES ABOVE 7 . lr A.F.F. ALIGN CENTER OF TILE WITH CENTERLINE OF ENTRY TRANSITION TO BE FLUSH AND LEVEL WITH ADJACENT MALI. TILE - CONTRACTOR TO NEW MALL PROVIDE A POLISHED S.S. SCHLUTER STRIP TLE AT TRANSITION 1 01/A -2.1 ADJACENT TENANT O ELECTRICAL OPEN TO STRUCTURE r . EL: V.I.F. 6'-6 1/4" e EL: 182"AFF TYPE 'Al' G.W.B. POCKET EL 1Z2"AFF TYPE Al' G.W.B. POCKET EL: 12' -2" AFF ADJACENT TENANT ALL TRACK LIGHTING TO BE RECESSED IN G.W.B. POCKET © 17-2" A.F.F. WALL MOUNTED SPEAKER AT 10' -6" A.F.F. WALL MOUNTED SPEAKER AT 10' -6" A.F.F. 1'-0• 1' -11 114 NOTES: - CEILING MOUNTED PEOPLE COUNTER AT LOCATION NOTED - CONTRACTOR TO PROVIDE CAT 5 CABLE FROM CASH DESK - CONTRACTOR TO PROVIDE 3' -0" EXTRA CABLE AT EACH END -FINAL INSTALLATION BY LUSH 1 TYPE Al' G.W.B. 1 EL: 12' -2" AFF LOA [., C7 WI z 01/A -2.1 REFLECTIVE CEILING PLAN TYPE A1' G.W.B. EL: 11'-6" AFF Scale = r=1._0" 16'-10 1/4" ELECTRICAL — WALL BEHIND SINK TO HAVE WATER RESISTANT a TYPE 'X' GYP.BD. - SHOWN DASHED i��� i rz'/�iii '/ii/ii'�iiii,; ;3' iii,/i/ /i' /;z1. , /�z„- iiiii % iii -3s;' '`iiiii'�'; ' /��iiiii' /ii'�'�iii i -1 D EXISTING HOLLOW METAL DOOR AND FRAME TO BE REMOVED - PATCH WITH 20 QA. METAL STUDS 10' 0.C. W/ TYPE 'X' GYP. BD. - MATCH EXISTING DEMISING WALL STANDARDS GIFTS - WALL MOUNTED SHELVES SINK - FREESTANDING TABLE WITH WALL MOUNTED SHELF A.F.F. L SCALE / STORAGE - FREESTANDING TABLE Al UO ADJACENT TENANT ,D\3O Co 02/A -2.0 100 SALES SHOWER - FREESTANDING TABLE WITH WALL MOUNTED SHELVES BATH BOMBS - FREESTANDING TABLE GIFTS - WALL MOUNTED SHELVES 11 CASH DESK - FREESTANDING TABLE AND WALL BOX - POWER TO BE AVAILABLE IN CENTER OF CASH DESK HAIRCARE - FREESTANDING TABLE WITH WALL MOUNTED SHELVES - GLASS SHELVES AND FRIDGE BELOW 19" A.F.F. (24 HR.) ADJACENT TENANT r SOAP - FREESTANDING TABLE WITH RISER ON 04142.0 TOP AND WALL MOUNTED SINGLE SHELF CONSULT - FREESTANDING TABLE �Al SIaN1CARE- r1 FREESTANDING TABLE 19" WITH WALL MOUNTED A.F.F. maws - 124 HR SHELVES AND FRDGE DEMISING WALL BELOW r- DEO / MENS - WALL MOUNTED SHELVES - 15" A.F.F. — BUBBLES - FREESTANDING TABLE WITH DEMO CART BELOW WINDOW DISPLAY - FREESTANDING TABLE WITH CEILING MOUNTED SV LIGHT BOX AND GRILL - PROVIDE POWER AND SUPPORT FOR 100 LBS. IN CEILING MASSAGE - WALL MOUNTED SHELVES PERFUME - FREESTANDING TABLE N NEUTRAL PIER i" ALUMINUM CHANNEL LEASE LINE TRANSITION TO BE FLUSH AND LEVEL WITH - ADJACENT MALL TLE- CONTRACTOR TO PROVIDE POLISHED S.S. SCHLUTER STRP AT TRANSITION CEILING MOUNTED OUTLET 3'-6' 3'-4" 3/4" 01/A -2.1 FLOOR PLAN - MILLWORK / DISPLAY Scale = 4" = 1' -0" EQ. 3/4" UO [ DATE: 08.26.11 JOB NO: 1111 DRAWN: CM CHECKED: CM 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 0 = 0 0 0 w REVIEWED FOR CODE COMPLIANCE APPROVED OCT 19 2011 City of Tukwila BUILDING DIVISION RECEIVEE,D- oCITY OF TUKKWWLA A ' - 2 ' 1 SEP 0 7 2011 PERMIT CENTER liJ z LU 0 0 0 (.0 p� L i 0 0 0 0 LO •1 .T REVISIONS FLOOR PLAN, FINISH PLAN, Et REFLECTED CEILING PLAN SHEET NUMBER A -1.0 "A" NOTE: REFER TO CEILING SUSPENSION NOTES ON THIS SHEET 1.12 GA. ( MIN) HANGER WIRE MAY BE USED FOR UPTOAND INCLUDING 4'-O" X 4'-0" GRID SPACING ALONG MAIN RUNNERS. 2. PROVIDE 12 GA. HANGER WIRES AT THE ENDS OF ALL MAIN AND CROSS RUNNERS WITHIN r FROM THE SUPPORT OR WITH*/ 1 OF THE LENGTH OF THE END TEE, WHICHEVER IS LEAST, FOR THE PERIMETER OF THE CEILING AREA. END CONNECTIONS FOR RUNNERS WHICH ARE DESIGNED AND DETAILED TO RESIST THE APPLIED HORIZONTAL FORCES MAY BE USED IN LIEU OF THE 12 GA. HANGER WIRES. 3. PROVIDE TRAPEZE OR OTHER SUPPLEMENTARY SUPPORT MEMBERS AT OBSTRUCTIONS TO MAIN HANGER SPACING. ING. PROVIDE ADDITIONAL O NAL HANGERS, STRUTS OR BRACES AS REQUIRED AT ALL CEILING BREAKS, SOFFITS OR DISCONTINUOUS AREAS. HANGER WIRES THAT ARE MORE THAN 1 IN 6 OUT OF PLUMB ARE TO HAVE COUNTER-SLOPING WIRES. 4. CEILING GRID MEMBERS MAY BE ATTACHED TO NOT MORE THAN 2 ADJACENT WALLS. CEILING GRID MEMBERS SHOULD BE AT LEAST 1 INCH 2 FREE OF OTHER WALLS. IF WALLS RUN DIAGONALLY TO CEILING GRID SYSTEM RUNNERS, ONE END OF MAIN AND CROSS RUNNERS SHOULD BE ' FREE AND A MINIMUM OF i INCH CLEAR OF WALL. 5. AT THE PERIMETER OF THE CEILING AREA WHERE MAIN OR CROSS RUNNERS ARE NOT CONNECTED TO THE ADJACENT WALL, PROVIDE INTERCONNECTION BETWEEN THE RUNNERS AT THE FREE END TO PREVENT LATERAL SPREADING. A METAL STRUT OR A 16 GA. WIRE WITH A POSITIVE MECHANICAL CONNECTION TO THE RUNNER MAY BE USED. WHERE THE PERPENDICULAR DISTANCE FROM THE WALL TO THE FIRST PARALLEL RUNNER IS 12" OR LESS, THIS INTERLOCK IS NOT REQUIRED. 6. PROVIDE SETS OF FOUR 12 GA. SPLAYED BRACING WIRES ORIENTED 90 DEGREES FROM EACH OTHER AT THE FOLLOWING SPACING: THE SLOPE OF THESE WIRES SHOULD NOT EXCEED 45 DEGREES FROM THE PLANE OF THE CEILING AND SHOULD BE TAUT WITHOUT CAUSING THE CEILING TO LIFT. SPLICES IN BRACING WIRES ARE NOT TO BE PERMITTED WITHOUT SPECIAL APPROVAL FROM OWNER'S REPRESENTATIVE. 7. FASTEN HANGER WIRES WITH NOT LESS THAN 3 TIGHT TURNS. FASTEN BRACING WIRES WITH 4 TIGHT TURNS. MAKE ALL TIGHT TURNS WITHIN A DISTANCE OF 1 i INCHES. HANGER OR BRACING WIRE ANCHORS TO THE STRUCTURE SHOULD BE INSTALLED IN SUCH A MANNER THAT THE DIRECTION OF THE WIRE ALIGNS AS CLOSELY AS POSSIBLE WITH THE DIRECTION OF THE FORCES ACTING ON THE WIRE. NOTE: WIRE TURNS MADE BY MACHINE WHERE BOTH STRANDS HAVE BEEN DEFORMED OR BENT IN WRAPPING CAN WAIVE THE 1 Z INCH REQUIREMENT, BUT THE NUMBER OR TURNS SHOULD BE MAINTAINED, AND BE AS TIGHT AS POSSIBLE. 8. SEPARATE ALL CEILING HANGING AND BRACING WIRES AT LEAST 6 INCHES FROM ALL UNBRACED DUCTS, PIPES, CONDUIT, ETC. IT IS ACCEPTABLE TO ATTACHED LIGHTWEIGHT ITEMS, SUCH AS SINGLE ELECTRICAL CONDUIT NOT EXCEEDING 4 INCH NOMINAL DIAMETER, TO HANGER WIRES USING CONNECTORS ACCEPTABLE TO THE OWNER'S REPRESENTATIVE. 9. ATTACH ALL LIGHT FIXTURES TO THE CEILING GRID RUNNERS TO RESIST A HORIZONTAL FORCE EQUAL TO THE WEIGHT OF THE FIXTURES. 10. FLUSH OR RECESSED LIGHT FIXTURES AND AIR TERMINALS OR SERVICES WEIGHING LESS THAN 56 POUNDS MAY BE SUPPORTED DIRECTLY ON THE RUNNERS OF A HEAVY DUTY GRID SYSTEM BUT, IN ADDITION, THEY MUST HAVE A MINIMUM OF TWO 12 GA. SLACK SAFETY WIRES ATTACHED TO THE FIXTURE AT DIAGONAL CORNERS AND ANCHORED TO THE STRUCTURE ABOVE. ALL 4' -0" X 4' -0" LIGHT FIXTURES MUST HAVE SLACK SAFETY WIRES AT EACH CORNER. ALL FLUSH OR RECESSED LIGHT FIXTURES AND AIR TERMINALS OR SERVICES WEIGHING 56 POUNDS OR MORE MUST BE INDEPENDENTLY SUPPORTED BY NOT LESS THAN 4 TAUT 12 GA. WIRES EACH ATTACHED TO THE FIXTURE AND TO THE STRUCTURE ABOVE REGARDLESS OF THE TYPE OF CEILING GRID SYSTEM USED. THE 4 TAUT 12 GA. WIRES INCLUDING THEIR ATTACHMENT TO THE STRUCTURE ABOVE MUST BE CAPABLE OF SUPPORTING 4 TIMES THE WEIGHT OF THE UNIT. INTERMEDIATE DUTY GRID SYSTEMS MUST BE INDEPENDENTLY ON SUPPORTED BY NOT LESS THAN 4 TAUT 12 GA. WIRES EACH ATTACHED TO THE FIXTURE OR TERMINAL AND TO THE STRUCTURE ABOVE. 12. SUPPORT SURFACE MOUNTED LIGHT FIXTURES BY AT LEAST TWO POSITIVE DEVICES WHICH SURROUND THE CEILING RUNNER AND WHICH ARE EACH SUPPORTED FROM THE STRUCTURE ABOVE BY A 12 GA. SPRING CLIPS OR CLAMPS THAT CONNECT ONLY TO THE RUNNER ARE NOT ACCEPTABLE. PROVIDE ADDITIONAL SUPPORTS WHEN LIGHT FIXTURES ARE 8 FEET OR LONGER. 13. SUPPORT PENDANT MOUNTED LIGHT FIXTURES DIRECTLY FROM THE STRUCTURE ABOVE WITH HANGER WIRES OR CABLES PASSING THROUGH EACH PENDANT HANGER AND CAPABLE OF SUPPORTING 4 TIMES THE WEIGHT OF THE FIXTURE (SEE ALSO NOTE 9). SPECIAL DETAILS ARE NECESSARY FOR THIS CONDITION AT THE CEILING GRID. "'°�"' 5A LINE OF PERIMETER WALL LINE OF PERIMETER WALL MEMBER °B" 14 -0 "* -1.1 Fixed Side * ir 4'-0" Fixed Side MEMBER N 45° MAIN RUNNERS: 1 1/2" COLD - ROLLED CHANNELS ft 4' -0" O.C. MAIN RUNNERS ©4' -0" O.C. 1, 11 COMPRESSION POST, ONE AT EACH SEISMIC BRACE LOCATION *sty 4 — *— 4 a• e.— N ;0 CO -0 0 X LL CROSS RUNNER 2' O.C. © -0" CROSS RUNNER: 25 GA. 7/8" HAT CHANNELS E 45° W SLOT END OF TUBE TO FIT OVER MAIN TEE CD :a U .a CD X �0 j © GYP. BD. CLG. © 1'-4" O.C. OR 1" C CHANNELS a; PLASTER CLGS. 2-0" O.C. (; ` ) 12 GA. VERTICAL / HANGER WIRES at / I` 4' -0" O.C. @ EA. MAIN RUNNER 8 GA. VERTICAL HANGER WIRES © 4' -0" CROSS TEE S O.C. a EA. MAIN RUNNER 12 GA. PERIMETER HANGER AT TERMINAL END CD ;0 C CD OF EA. MAIN RUNNER & CROSS TEE ;C \ CO GA. CO MAx " 45° 45° 12 GA. SPLAY WIRE (4) BRACING IN PLANE OF EA. RUNNER ALL WIRES SECURED TO RUNNERS APPROX. 2" FROM INTERSECTION 12 PERIMETER HANGER AT TERMINAL END N OF EA. MAIN RUNNER & CROSS TEE, U.O.N. 2 LU 4 WAY 45° DIAGONAL 12 GA. WIRE c,? c� BRACING AND COMPRESSION POST. 0 ONE EVERY 96 SF. BEGINNING 4'-0" Qit) s -1.1 MAX. FROM PERIMETER WALLS. 4 WAY 45° DIAGONAL 12 GA. WIRE BRACING AND COMPRESSION POST. 9 BEGINNING ONE EVERY 96 SF., © 4' -0" MAX. FROM PERIMETER WALLS. ��8 " Free Side MAX TYP. 12 GA. MIN. WIRE AT EACH CORNER OF Free Side LIGHT FIXTURE " MAX TYP• STRUCT. MAIN TEE MAX. LENGTH MEMBER "A" KI /r MEMBER "B" KI /r 12 GA. WIRE AT _8 EACH CORNER OF LIGHT FIXTURE AND 2 SLACK WIRES NOTES: S.E.D. 1) * MAX. DISTANCE TO FIRST BRACING POINT. 2) PROVIDE COUNTER SLOPING WIRES FOR VERTICAL HANGER WIRES MORE THAN 6 IN 1 OUT -OF- PLUMB. 3) ATTACH EACH VERTICAL WIRE TO SUPPORT ABOVE & CEILING SUSPENSION MEMBER W/ MIN. OF 3 TIGHT TURNS IN 1 1/2 ". 4) SECURE DIAGONAL FRAMING WIRE TO MAIN RUNNERS WITH 4 TIGHT TURNS IN 1 1/2 ". AD • ITIONAL (- 1 • .E.11 NOTES: 1) * MAX. DISTANCE TO FIRST BRACING POINT. 2) PROVIDE COUNTER SLOPING WIRES FOR VERTICAL H ' ER c WIRES MORE THAN 6 IN 1 OUT -OF - PLUMB. 3) ATTACH EACH VERTICAL WIRE TO SUPPORT ABOVE & CEILING SUSPENSION MEMBER W/ MIN. OF 3 TIGHT T - NS IN 1 1/2 ". 4) SECURE DIAGONAL FRAMING WIRE TO MAIN RUNNERS ITH 4 TIGHT TURNS IN 1 1/2 ". FIXTURE SUPPORT WIRES 5' -6" 1" O.D. EMT 200 1 1/4" O.D. EMT 157 7' -0" 1 1/4" O.D. EMT 200 1 1/2" O.D. EMT 165 SEISMIC BRACING 1 1 scale = NTS _ '7 Zj b 1 - - \\ .�`_ - `I STRUCTURE (B.O. CONC. SLAB) #10-12 SELF -, TAPPING SCREW COMPRESSION POST, MEMBER PRESSI, SEE GYPSUM BOARD CEILING SUSPENSION ACOUSTIC CEILING SUSPENSION 12 GA HANGERWIREINCONDUIT scale =1" = 1' -0" scale = " = 1' -0" 5 b L if 8" MAX' 8° MAX. PROVIDETWO #10- 15X1 /2' SELF TAPPING SCREW SCREWS INTO COMPRESSION POST SEISMIC SEE D BRACING, Wir 1/4' MACHINE / b / BOLT RIGID CONDUIT 1 1 8" MAX. HANGER WIRE s 1/2 CLR HANGER WIRE, TYP. ` RECEIVER, MEMBER •B', SEE I� Je 7 r ACOUSTICAL CEILING PANEL U.O.N. HANGER WIRE / WALL ANGLE TO MATCH T -BAR, TYP. SECURE TO T -BAR W/ POP RIVETS EACH TEE \ PERIMETER Ascale / / , MAX. , OF CONDUIT MAX. NOTCH END TO SEAT AGAINST CEILING SYSTEM ' #10 SELF - TAPPING SCREW EACH STUD SPACER WITH HORIZONTAL BD RINGSHANK NAIL FREE SIDES COMPRESSION POST 1 0 = sale - ale NTS _ \ �� • ATTACH ANGLE TO: A) 18 GA. STUD W/1-1/4" 5-12 PAN HEAD SCREWS SADDLE TIE TO MAIN ATTACH ANGLE TO: A)18 GA. STUD W/ 1 /4° S-12 RUNNER W/ #16 WIRE -1 B) 18 GA. STUD W /1 -1/4" HI -LO PAN HEAD SCREWS MOD. OVAL HEAD HI-LO MOD. OVAL HEAD Fixed End F r e En COMPRESSION POST, SEE 1 O CROSS RUNNER -. 1 1 FOUR 12 WALL ANGLE TO MATCH T-BAR, TYP. 1 EDGE CONDITION DETAIL 2" MAX GA. DIAGONAL WIRE BRACING CO EACH COMPRESSION POST 2" MAX = 3" = 1' -0" INTERMEDIATE B scale = 3" = 1' -0" L J ACOUSTIC CEILING DETAILS scale = as noted - - - - -- - - - - 1 MAIN RUNNER CHANNEL -1/2" HANGER WIRE 5/16 ° DRILL -IN EXPANSION SHOT -IN ANCHOR'H�.1T CROSS RUNNER HAT CHANNEL BRACING WIRE, TYP. GYP. BD. CEILING MAIN RUNNER COMPRESSION POST AT GYP. BD. CEILING 9 \-, scale = NTS ANCHOR (MIN.) DN27P87 OR EQUAL #8 X 3/4" SELF TAPPING SCREWS TO PREVENT SLIPPAGE OF WIRE TIES, TYP. Fi • • . OFDERSIDE L d • d44 - t STRUCTURE ABOVE CROSS RUNNER , d• . 4 1 d 4 d ' • d .4 ra • a • v_ scale = 3" = 1' -0" #10 S.M.S., TYP. TIE W /12 GA. DOUBLE LOOPS BACK TO BACK RUNNER CHANNELS FURRING CHANNEL 1 HANGER WIRE HANGER WIRE @ STRUCTURE • . • 16 GA. LONG - LEGGED TRACK 1 (2) #10 SELF TAPPING SCREW EA. STUD, EA. SIDE 4 d . • • METAL STUD HANGER 35/8" --" /p- tt 4/ I 0 �" MAX. /r / I 18 GA. U.O.N. I/, CLG. CLIP °HILTI° OR , °""° REVIEWED FOR CODE COMPLIANCE APPROVED ; OCT 1 9 2011 City of Tukwila LIILDING DIVISION TIGHT TURNS EQUAL 3/4 "X13 GA. ` FRAMING CONNECTION TO SLAB (4) SPLAYED SEISMIC BRACE WIRE y scale = NTS VERTICAL HANGER WIRE / + 1� 1 I 1" 31/7 31/7 31/2" 1" V-0° TYP. i, 1" STL. STRAP 1 WIDE X 7 LONG X12GA.(MIN.) - -� - - -- 1 1 VERTICAL HANGER AND BRACING AT SLAB Mr / / c SPLICING OF GYP. BD. SUSPENDED CEILING RtCtIV U CITY OF TULA SEP 07 2011 ..r PERMIT CENTER 46° ■ 2 1/2 X 18 GA. MET. BRACING @ 4' -0" O.C. (2) #10 SELF TAPPING SCREWS scale = 3" = 1' -0" 16 GA. METAL STUD X 2 FLUTES DIAGONAL BRACING CONNECTION TO SLAB GYPSUM BOARD CEILING DETAILS HANGER WIRE scale = NTS scale = as noted scale = NTS DATE: 08.26.11 JOB NO: 1111 DRAWN: CM CHECKED: CM 0 0 C� 0 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 II it Z I 0 I IL—LA CD 1=. L) ® CIL 0 SOUTO BCENTLR 00 CO 00 0) REVISIONS CEILING DETAILS SHEET NUMBER A -1.1 EGRESS PLAN scale = 32" = 11 -0" ADJACENT TENANT ELECTRICAL 101 (I D / 1 ., 11--.. " , a / /. ., ., ., r I TOTAL TRAVEL DISTANCE : 44' -O •0000 00000 •0000 0•••• 00000 000 000 00000 00000 00000 000 .•�••• •00•• •0000 30000 0 &••• v•• 0.000 00.000 000 000000 0000 00000 0•••• 00000 O • • 0000 00000 0000 000 000 0000 00000 0000 • • S•1••• 000 000 000 000 000 000 •OA off• •00 000 000 000 00000 00000 00000 00000 . U 0000 0000 0••1•• •• O 00 00000 00000 ••j••• 2Q TRAVEL DISTANCE scale= 1 " =1' -0" 100 SALES DOREN DOOM NNW PAIR CP MEN 000111141, X WV TRAWL INITAICI: tats 1141111• ADJACENT TENANT REVIEWED FOR ' ODE COMPLIANCE APPROVED OCT 19 2011 City of Tukwila BUILDING DIVISION bIL3O' LEASE SPACE #670 r LEVEL 1 UO ;tiv cITY O(F TULA SFP 0 7 '1011 PERMIT CENTER. DATE: 08.26.11 JOB NO: 1111 DRAWN: CM CHECKED: CM 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 0 w 0 U .=T7) � w Z o 0 0 REVISIONS EGRESS PLAN SHEET NUMBER A -1.2 0 CEILING HEIGHT 17 -2° A.F.F. CEILING HEIGHT 11' -6" A.F.F. SCHEDULED SURFACE MOUNTED TRACK LIGHTING CEILING MOUNTED SV LIGHT BOX - PROVIDE POWER AND SUPPORT FOR 100 LBS. IN CEILING WINDOW DISPLAY - FREESTANDING TABLE MT-2 I FINISHED FLOOR 0. -0" F.F. 041 041 MT4 100 MT- 041 BUBBLES - FREESTANDING TABLE WITH DEMO CART BELOW '• 0 CEILING HEIGHT 11'-8° A.F.F. PAINT ELEVATION 9'-8" A.F.F. PAINT ELEVATION 8' -8" A.F.F. FINISHED FLOOR 0' -0" F.F. 02 OWNER PROVIDED NONAGE APPLIED DIRECTLY TO BLACKBOARD PANT r FT 1 CT4 0 GIFTS - WALL MOUNTED SHELVES ELEVATION SINK - FREESTANDING TABLE - WITH WALL MOUNTED SHELF SCALE 1 STORAGE - FREESTANDING TABLE scale = = 1' -0" EXISTING MALL GRAPHICS CUSTOM POWDER COATED 14 GA. METAL PANELS - BLACK - ON z" FIRE -RATED PLYWOOD SUBSTRATE MT4 0 TOP OF STOREFRONT 15'-5" A.F.F. CUSTOM POWDER COATED 14 GA. METAL PANELS - BLACK - ON Z" FIRE -RATED PLYWOOD SUBSTRATE MT4 0 SOFFIT HEIGHT 12-2" A.F.F. 0 CEILING HEIGHT 11' -6" A.F.F. 0 PAINT ELEVATION 8' -8° A.F.F. 0 PAINT ELEVATION 8' -8" A.F.F. BUBBLES - FREESTANDING TABLE WITH DEMO CART BELOW 0 FINISHED FLOOR 0' -0° F.F. OWNER PROVIDED SIGNAGE APPLIED DIRECTLY TO BLACKBOARD PAINT -� OWNER PROMS NONAGE APPLIED DIRECTLY TO BLACKBOARD PANT FT4 FT1 PT4 FIRE RATED NON COMBUSTIBLE PLYWOOD - BLOCKING SHOWN DASHED AT WALL MOUNTED FIXTURES (TYP.) 15° A.F.F. 03 DEO 1 MENS - WALL MOUNTED SHELVES ELEVATION SOAP - FREESTANDING \ GIFTS - WALL MOUNTED TABLE WITH RISER ON TOP SHELVES AND WALL MOUNTED SINGLE SHELF SHOWER - FREESTANDING TABLE WALL MOUNTED SHELVES POCKET DOOR GIFTS - WALL MOUNTED SHELVES scale = = 1' -0" L J FT1 L 1 FIRE RATED NON COMBUSTIBLE PLYWOOD - BLOCKING SHOWN DASHED AT WALL MOUNTED FIXTURES (TYP.) 19" A.F.F. (24 HR.) SCALE 1 STORAGE - FREESTANDING TABLE CASH DESK - FREESTANDING TABLE AND WALL BOX - POWER TO BE AVAILABLE IN CENTER OF CASH DESK ELEVATION scale = au= 1' -0" HAIRCARE - FREESTANDING TABLE WITH WALL MOUNTED SHELVES - GLASS SHELVES AND FRIDGE BELOW SKINCARE - FREESTANDING TABLE WITH WALL MOUNTED SHELVES - GLASS SHELVES AND FRIDGE BELOW MASSAGE - WALL MOUNTED SHELVES PERFUME - FREESTANDING TABLE D11 -3Q(0 EXISTING MALL GRAPHICS CUSTOM POWDER COATED 14 GA. METAL PANELS - BLACK - ON z° FIRE -RATED PLYWOOD SUBSTRATE MT4 CUSTOM POWDER COATED 14 GA. METAL PANELS - BLACK - ON FIRE -RATED PLYWOOD SUBSTRATE MT4 CEILING HEIGHT S 11'-6" A.F.F. SCHEDULED TRACK LIGHTING CEILING MOUNTED OUTLET PAINT ELEVATION S 9'-8° A.F.F. RECESSED GWB POCKET FOR SURFACE MOUNTED TRACK LIGHTING PAINT ELEVATION 8' -8° A.F.F. CEILING MOUNTED SV LIGHT BOX - PROVIDE POWER AND SUPPORT FOR 100 LBS. IN CEILING WINDOW DISPLAY FREESTANDING TABLE WHITE PAINTED STOREFRONT FRAMING MT-2 FINISHED FLOOR S 0.-0° F.F. DATE: 08.26.11 JOB NO: 1111 DRAWN: CM CHECKED: CM 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 Cn 0 0 0 ry 0 L z Lc) (( )) LU p p c u w Z U Q U o 0 0 0 w REVIEWED FOR CODE COMPLIANCE APPROVED OCT 19 2011 0 e3r. City of Tukvvllal BUILDING DIVISION RECEIVF,,Q. CRYOFTUKVwLA SEP 0 72011 PERMIT CENTER • REVISIONS ELEVATIONS SHEET NUMBER A -2.0 j' /r ,, 1 FIRE RATED NON COMBUSTIBLE PLYWOOD - BLOCKING SHOWN DASHED AT WALL MOUNTED FIXTURES (TYP.) 19" A.F.F. (24 HR.) SCALE 1 STORAGE - FREESTANDING TABLE CASH DESK - FREESTANDING TABLE AND WALL BOX - POWER TO BE AVAILABLE IN CENTER OF CASH DESK ELEVATION scale = au= 1' -0" HAIRCARE - FREESTANDING TABLE WITH WALL MOUNTED SHELVES - GLASS SHELVES AND FRIDGE BELOW SKINCARE - FREESTANDING TABLE WITH WALL MOUNTED SHELVES - GLASS SHELVES AND FRIDGE BELOW MASSAGE - WALL MOUNTED SHELVES PERFUME - FREESTANDING TABLE D11 -3Q(0 EXISTING MALL GRAPHICS CUSTOM POWDER COATED 14 GA. METAL PANELS - BLACK - ON z° FIRE -RATED PLYWOOD SUBSTRATE MT4 CUSTOM POWDER COATED 14 GA. METAL PANELS - BLACK - ON FIRE -RATED PLYWOOD SUBSTRATE MT4 CEILING HEIGHT S 11'-6" A.F.F. SCHEDULED TRACK LIGHTING CEILING MOUNTED OUTLET PAINT ELEVATION S 9'-8° A.F.F. RECESSED GWB POCKET FOR SURFACE MOUNTED TRACK LIGHTING PAINT ELEVATION 8' -8° A.F.F. CEILING MOUNTED SV LIGHT BOX - PROVIDE POWER AND SUPPORT FOR 100 LBS. IN CEILING WINDOW DISPLAY FREESTANDING TABLE WHITE PAINTED STOREFRONT FRAMING MT-2 FINISHED FLOOR S 0.-0° F.F. DATE: 08.26.11 JOB NO: 1111 DRAWN: CM CHECKED: CM 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 Cn 0 0 0 ry 0 L z Lc) (( )) LU p p c u w Z U Q U o 0 0 0 w REVIEWED FOR CODE COMPLIANCE APPROVED OCT 19 2011 0 e3r. City of Tukvvllal BUILDING DIVISION RECEIVF,,Q. CRYOFTUKVwLA SEP 0 72011 PERMIT CENTER • REVISIONS ELEVATIONS SHEET NUMBER A -2.0 COZ CUSTOM POWDER COATED 14 GAUGE METAL PANELS - BLACK -ON Z' FIRE RATED PLYWOOD SUBSTRATE MT-4 a METAL CHANNEL REVEAL EXISTING PTD. GYP BD. TO REMAIN 2' -6" LUSH ?RUN HANOM D! COSMETICS LINE INDICATES REVEAL IN METAL PANELS MT-4 EXISTING MALL TILE BASE TO REMAIN CUSTOM POWDER COATED 14 GAUGE METAL PANELS - WHITE - ON 2 FIRE RATED PLYWOOD SUBSTRATE ELEVATION MT-4 scale =ii" =11-0" TOP OF STOREFRONT 16-6" A.F.F. BOTTOM OF SIGN BAND 11'-4" A.F.F. FINISHED FLOOR AL 0' -0" F.F. ADJACENT TENANT SERVICE CORRIDOR EXISTING CORRIDOR ACCESS DOOR NEW FIRE EXTINGUISHER CLOSET - SPECIFICATION BY LANDLORD 3' -8" ALIGN \ 01 A-2.4 1' -11 314" 2' CLEAR TEMPERED BUTT JOINTED GLASS 7' -2 3/4" N CONTROL POINT FOR TILE LAYOUT NEW LES FLOOR TILE ALL TRANSITIONS TO BE FLUSH AND LEVEL WITH ADJACENT FLOORING - CONTRACTOR TO PROVIDE POLISHED S.S. SCHULTER TRANSITION NEW MALL TILE O2/A2.1 6-0" " CLEAR TEMPERED BUTT JOINTED GLASS 90 DEGREE ANGLE STAINLESS STEEL CONNECTOR CLIP 5' -9 3/4" ENLARGED FLOOR PLAN scale = i" = 1' -O" 3/4" ADJACENT TENANT NEUTRAL PIER 4" BLACK METAL CHANNEL LEASE LINE SHOWN DASHED EXISTING LANDLORD GRAPHIC BAND N CC M O N 0 (4, O EQ. 6.-01/2". LANDLORD'S BULKHEAD INTERNALLY ILLUMINATED REVERSE CHANNEL LIT LETTERS - WHITE CUSTOM POWDER COATED 14 GAUGE METAL PANELS - BLACK- ON 4' FIRE RATED PLYWOOD SUBSTRATE EXISTING BULKHEAD BLADE SIGN ADJACENT TENANT 90 DEGREE ANGLE STAINLESS STEEL CONNECTOR CUP z" CLEAR TEMPERED BUTT JOINTED STOREFRONT GLASS CEILING MOUNTED SV LIGHT BOX - PROVIDE POWER AND SUPPORT FOR 100LBS. IN CEILING ADJACENT TENANT NEW FIRE EXTINGUISHER CLOSET - SPECIFICATION BY LANDLORD 90 DEGREE ANGLE STAINLESS STEEL CONNECTOR CLIP BUBBLES - FREESTANDING TABLE WINDOW DISPLAY - FREESTANDING TABLE WHITE PAINTED r_______T STOREFRONT FRAMING MT -2 4" METAL CHANNEL - BLACK CEILING HEIGHT Aga A.F.F. TOP OF STOREFRONT Al] 16-6" A.F.F. `P BOTTOM OF SIGN BAND 11'-4" A.F.F. REVIEWED FOR CODE COMPLIANCE APPROVED OCT 192011 City of Tukwila BUILDING DIVISION ELEVATION scale = ." =11-0" CUSTOM POWDER COATED 14 GAUGE METAL PANELS - WHITE - ON z" FIRE RATED PLYWOOD SUBSTRATE 90 DEGREE ANGLE STAINLESS STEEL CONNECTOR CLIP 1 FINISHED FLOOR Alb 0' -0" F.F. RECEIVED CITY oF7u to OCT 14 2011 PERMIT CENTER DATE: 08.26.11 JOB NO: 1111 DRAWN: CM CHECKED: CM 0 Hc:nclmad 00 4 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 0 0 ta- Cn SOl;7FCE\TER LO 10.10.11 I .iii l o:l REVISIONS co 00 00 0) <" City Comments STOREFRONT ELEVATION Et ENLARGED FLOOR PLAN SHEET NUMBER A -2.1 LANDLORD'S GRAPHIC BAND CUSTOM POWDER COATED 14 GAUGE METAL PANELS - WHITE - ON ' FIRE -RATED PLYWOOD SUBSTRATE 4' REVEAL 1 314" MT-5 TOP OF STOREFRONT 14' -0' A.F.F. CUSTOM POWDER COATED 14 GAUGE METAL PANELS - BLACK - ON p FIRE -RATED PLYWOOD SUBSTRATE INTERNALLY ILLUMINATED BLACK REVERSE CHANNEL LETTERS RE: SHOP DRAWINGS BLACK ALUMINUM SPACERS TRANSFORMER 02 STOREFRONT SECTION MT-5 BOTTOM OF SIGN BAND a, 11'4' A.F.F. WHITE PAINTED STOREFRONT FRAMING MT-2 PTD. GYP. BD. CEILING PT -1 SCHEDULED LIGHT FIXTURE WHITE PAINTED STOREFRONT FRAMING 2' CLEAR TEMPERED STOREFRONT GLASS - SHOWN BEYOND STOREFRONT DOORS WITH TOP AND BOTTOM PIVOTS FOR CENTER HUNG DOORS RE: DOOR SCHEDULE BACK TO BACK DOOR PULLS PER SCHEDULE WHITE PAINTED STOREFRONT FRAMING MT -2 scale = 1" =11-0" FINISHED FLOOR k 0= 0" F.F. ALIGN LANDLORD'S GRAPHIC BAND CUSTOM POWDER COATED 14 GAUGE METAL PANELS - BLACK - ON 11 FIRE -RATED PLYWOOD SUBSTRATE 1" REVEAL MT-5 CUSTOM POWDER COATED 14 GAUGE METAL PANELS - BLACK - ON z" FIRE -RATED PLYWOOD SUBSTRATE CEILING MOUNTED ELECTRICAL;OUTLET SCHEDULED SURFACE MOUNTED•;TRAGK LIGHTING (1\ STOREFRONT SECTION scale = 1" = 1' -0" MT-5 BOTTOM OF SIGN BAND dE 1'V-4" A.F.F. WHITE PAINTED STOREFRONT FRAMING MT -2 FIRE -RATED WOOD BLOCKING TO SUPPORT 100LBS CEILING MOUNTED LIGHT BOX STOREFRONT GLASS SHOWN BEYOND ' CLEAR TEMPERED STOREFRONT GLASS WINDOW DISPLAY TABLE REVIEWED FOR CODE COMPLIANCE APPROVED OCT 1 q 2011 City of Tukwila BUILDING DIVISION WHITE PAINTED STOREFRONT FRAMING MT -2 13O7 FINISHED FLOOR 0' -0" F.F. RECEIV CITY OF TU LA SEP 0 7 2011 PERMIT CENTER DATE: 08.26.11 JOB NO: 1111 DRAWN: CM CHECKED: CM 0 w 0 ancmade 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 ICI 0 p0 U 0 (9;00 Z U Q (0) 0 Ln Q REVISIONS STOREFRONT SECTIONS SHEET NUMBER A -2.2 LANDLORD'S GRAPHIC BAND CUSTOM POWDER COATED 14 GAUGE METAL PANELS - BLACK - ON " FIRE -RATED PLYWOOD SUBSTRATE " REVEAL MT-6 CUSTOM POWDER COATED 14 GAUGE METAL PANELS - BLACK - ON z" FIRE -RATED PLYWOOD SUBSTRATE MT-5 CUSTOM POWDER COATED 14 GAUGE METAL PANELS - WHITE - ON #" FIRE -RATED PLYWOOD SUBSTRATE MT-4 LUSH FRESH HANDMADE COSMETICS WALL MOUNTED BLADE SIGN 2 LAYERS OF Z" FIRE -RATED PLYWOOD SUBSTRATE 6? CUSTOM POWDER COATED 14 GAUGE METAL PANELS - WHITE - ON " FIRE -RATED PLYWOOD SUBSTRATE MT-4 2 LAYERS OF 2" FIRE -RATED PLYWOOD SUBSTRATE OPENING FOR RECESSED FIRE EXTINGUISHER CLOSET - COORDINATE MOUNTING HEIGHT AND SPECIFICATION WITH LANDLORD ■ 4 N CUSTOM POWDER COATED 14 GAUGE METAL PANELS - WHITE - ON " FIRE -RATED PLYWOOD SUBSTRATE " REVEAL MT-4 STOREFRONT SECTION scale = 1" = 1' -0" LANDLORD'S GRAPHIC BAND CUSTOM POWDER COATED 14 GAUGE METAL PANELS - BLACK - ON " FIRE -RATED PLYWOOD SUBSTRATE 4" REVEAL MT-5 CUSTOM POWDER COATED 14 GAUGE METAL PANELS - WHITE - ON " FIRE -RATED PLYWOOD SUBSTRATE MT-5 2 LAYERS OF FIRE -RATED PLYWOOD SUBSTRATE 1" REVEAL ALIGN WHITE PAINTED STOREFRONT FRAMING MT-2 SCHEDULED TRACK LIGHT FIXTURE " CLEAR TEMPERED STOREFRONT GLASS WINDOW DISPLAY TABLE DATE: 08.26.11 JOB NO: 1111 DRAWN: CM CHECKED: CM REVIEWED FOR CODE COMPLIANCE APPROVED OCT 1 g 2011 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 0 0 C� w u E z U L=0 Lo 0 cL w 0 Lo WHITE PAINTED STOREFRONT FRAMING MT-2 STOREFRONT SECTION scale = 1" = 1' -0" Q tl3O ■ to City of Tukwila BUILDING DIVISION CITY OFTKIMLA SFP 0 7'011 PERMIT CENTER Ld Z 0 0 REVISIONS STOREFRONT SECTIONS SHEET NUMBER A-2.3 N 1 1/2" EQ. V.I.F. C VERIFY ALL DIMENSIONS IN FIELD PROVIDE 1 z BETWEEN PLYWOOD FOR METAL PAN REVEAL — z" FIRE RATED PLYWOOD SUBSTRATE EQ. V.I.F. 0 EQ. V.I.F. /yr//i,./Fr r j rf tj 7/44 /VrF I RA D9rry PLW/OOD PANELS FIRE RATED PLYWOOD PANELS FIRE RATED PLYWOOD PANELS Y 3/4" 2" FIRE -RATED PLYWOOD SUBSTRATE 2" FIRE -RATED PLYWOOD SUBSTRATE CUSTOM POWDER COATED METAL PANEL 1" ALUMINUM FLAT BAR FINISH (GLUED TO FIRE RATED PLYWOOD) SECTION DETAIL scale = full scale FIRE RATED PLYWOOD PANELS FIRE RATED PLYWOOD PANELS STOREFRONT PLYWOOD ELEVATION scale: full scale 1" FIRE -RATED PLYWOOD SUBSTRATE 1/4" 1" ALUMINUM FLAT BAR FINISH (GLUED TO FIRE RATED PLYWOOD) / CUSTOM POWDER COATED METAL PANEL SECTION DETAIL scale = full scale SECTION DETAIL CEILING MOUNTED ELECTRICAL OUTLET FIRE -RATED WOOD BLOCKING TO SUPPORT 100LBS. CUSTOM POWDER COATED 14 GAUGE METAL PANELS - BLACK FRE.RATED PLYWOOD SUBSTRATE WHITE PAINTED STOREFRONT FRAMING SCHEDULED SURFACE MOUNTED TRACK LIGHTING ° CLEAR TEMPERED STOREFRONT GLASS scale = 3" = 1' -0" // // 3/4" 2" FIRE -RATED PLYWOOD SUBSTRATE CUSTOM POWDER COATED METAL PANEL 1" ALUMINUM FLAT BAR FINISH (GLUED TO FIRE RATED PLYWOOD) CUSTOM POWDER COATED METAL PANEL ACRYLIC LATEX JOINT TYP. kr 05 SECTION DETAIL scale: full scale STEEL STUD FRAMING PTD. GYP. BD. FIRE RATED WOOD BLOCKING AS REQUIRED DATE: 08.26.11 JOB NO: 1111 DRAWN: CM CHECKED: CM 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 0 w 11 0 E z UICI L o LI) 0 UTHCENTER I• •i on O � REVIEWED FOR CODE COMPLIANCE APPROVED RECESSED FIRE EXTINGUISHER CLOSET SPECIFIED BY LANDLORD i" FIRE RATED PLYWOOD SUBSTRATE CUSTOM POWDER COATED METAL PANELS (RE: ELEVATIONS FOR COLOR) PLAN DETAIL scale = 3" = 1' -0" OCT 192011 City of Tukwila BUILDING DIVISION WHITE PAINTED STOREFRONT FRAMING b1l3o' CIAA'UKWRN SEP 07 2011 PERMIT CENTER REVISIONS STOREFRONT PLAN AND SECTION DETAILS SHEET NUMBER A -2.4 COOLING: 60,000 BTU / 585 SF = 102.5 BTU /SF HEATING: 48,500 BTU / 585 SF = 82.9 BTU /SF DUCT SEALING & TESTING REQUIREMENTS: 1414.1 DUCT SEALING AND TESTING: DUCT WORK AND PLENUMS SHALL BE SEALED IN ACCORDANCE WITH SECTION 1414.1.1. ADDITIONALLY, DUCTS SHALL BE TESTED IN ACCORDANCE WITH SECTIONS 1414.1.2 AND 1414.1.3 AS REQUIRED. 1414.1.1 SEALING: DUCT WORK WHICH IS DESIGNED TO OPERATE AT PRESSURES ABOVE '/2 INCH WATER COLUMN STATIC PRESSURE SHALL BE SEALED AS FOLLOWS: 1. STATIC PRESSURE to INCH TO 3 INCHES: SEAL ALL TRANSVERSE JOINTS AND LONGITUDINAL SEAMS. SPIRAL LOCK SEAMS IN ROUND AND FLAT OVAL DUCT WORK DO NOT REQUIRE SEALING; HOWEVER, OTHER SEAMS SHALL BE SEALED. 2. STATIC PRESSURE ABOVE 3 INCHES: SEAL ALL TRANSVERSE JOINTS, LONGITUDINAL SEAMS AND DUCT WALL PENETRATIONS. ALL LOW PRESSURE SUPPLY AND RETURN AIR SYSTEMS NOT LOCATED ENTIRELY WITHIN THE CONDITIONED SPACE, INCLUDING THE UNCONDITIONED SIDE OF ENCLOSED STUD BAYS OR JOIST CAVITIES /SPACES USED TO TRANSPORT AIR, SHALL BE SECURELY FASTENED AND SEALED. DUCT WORK SHALL BE SEALED USING WELDS, GASKETS, MASTIC, OR MASTIC- PLUS - EMBEDDED- FABRIC TAPE. ENCLOSED STUD BAYS OR JOIST CAVITIES /SPACES USED TO TRANSPORT AIR SHALL BE SEALED USING MASTIC- PLUS - EMBEDDED - FABRIC TAPE, OR WHEN DRYWALL IS USED TO ENCLOSE THE AIR SYSTEM, DRYWALL MUD AND TAPE. DUCT TAPE IS NOT PERMITTED AS A SEALANT ON ANY DUCTS. EXCEPTION: FIBROUS GLASS DUCT SYSTEMS INSTALLED IN ACCORDANCE WITH STANDARD UL 181A AND FLEXIBLE DUCT SYSTEMS INSTALLED IN ACCORDANCE WITH STANDARD UL 1818 MAY USE TAPES LISTED FOR THESE SYSTEMS. 1414.1.2 LOW PRESSURE DUCT LEAK TEST: ALL DUCT SYSTEMS SHALL BE SEALED TO A LEAKAGE RATE NOT TO EXCEED 6 PERCENT OF THE FAN FLOW IF THE DUCT SYSTEM: 1. IS CONNECTED TO A CONSTANT VOLUME, SINGLE ZONE, AIR CONDITIONER, HEAT PUMP OR FURNACE; AND 2. SERVES LESS THAN 5,000 SQUARE FEET OF FLOOR AREA AND 3. HAS MORE THAN 25 PERCENT DUCT SURFACE AREA LOCATED IN ANY UNCONDITIONED SPACE. THE LEAKAGE RATE SHALL BE CONFIRMED THROUGH FIELD VERIFICATION AND DIAGNOSTIC TESTING, IN ACCORDANCE WITH SMACNA DUCT LEAKAGE TEST PROCEDURES - 1985. DUCT INSULATION REQUIREMENTS: 1414.2 INSULATION: DUCTS AND PLENUMS THAT ARE CONSTRUCTED AND FUNCTION AS PART OF THE BUILDING ENVELOPE, BY SEPARATING INTERIOR SPACE FROM EXTERIOR SPACE, SHALL MEET ALL APPLICABLE REQUIREMENTS OF CHAPTER 13. THESE REQUIREMENTS INCLUDE INSULATION INSTALLATION, MOISTURE CONTROL, AIR LEAKAGE, AND BUILDING ENVELOPE INSULATION LEVELS. UNHEATED EQUIPMENT ROOMS WITH COMBUSTION AIR LOUVERS SHALL BE ISOLATED FROM THE CONDITIONED SPACE BY INSULATING INTERIOR SURFACES TO A MINIMUM OF R -11 AND ANY EXTERIOR ENVELOPE SURFACES PER CHAPTER 13. OUTSIDE AIR DUCTS SERVING INDIVIDUAL SUPPLY AIR UNITS WITH LESS THAN 2,800 CFM OF TOTAL SUPPLY AIR CAPACITY SHALL BE INSULATED TO A MINIMUM OF R -7 AND ARE NOT CONSIDERED BUILDING ENVELOPE. OTHER OUTSIDE AIR DUCT RUNS ARE CONSIDERED BUILDING ENVELOPE UNTIL THEY, 1. CONNECT TO THE HEATING OR COOLING EQUIPMENT, OR 2. ARE ISOLATED FROM THE EXTERIOR WITH AN AUTOMATIC SHUT -OFF DAMPER COMPLYING WITH SECTION 1412.4.1. ONCE OUTSIDE AIR DUCTS MEET THE ABOVE LISTED REQUIREMENTS, ANY RUNS WITHIN CONDITIONED SPACE SHALL COMPLY WITH TABLE 14 -5 REQUIREMENTS. OTHER DUCTS AND PLENUMS SHALL BE THERMALLY INSULATED PER TABLE 14 -5. EXCEPTIONS: 1. WITHIN THE HVAC EQUIPMENT. 2. EXHAUST AIR DUCTS NOT SUBJECT TO CONDENSATION. 3. EXPOSED DUCTWORK WITHIN A ZONE THAT SERVES THAT ZONE. PIPE INSULATION: 1415 PIPING SYSTEMS 1415.1 INSULATION: PIPING SHALL BE THERMALLY INSULATED IN ACCORDANCE WITH TABLE 14 -6. EXCEPTION: PIPING INSTALLED WITHIN UNITARY HVAC EQUIPMENT. COLD WATER PIPES OUTSIDE THE CONDITIONED SPACE SHALL BE INSULATED IN ACCORDANCE WITH THE WASHINGTON STATE PLUMBING CODE (WAC 51 -56). 12 "x12" EGGCRATE GRILLE FOR HEAD RELIEF DP SENSOR ABOVE CLG FAN "EF -1" VFD LINED S A DUCT CONICAL DU T TAPS FL E1C X DUCT PLENUM RETURN NO PVC ABOVE CEILING 'RTU -1' ON ROOF 32/12 R/A BOOT YOUNG REGULATOR SEE DETAIL 'A' 200 TYPICAL OF 6 CONTINUOUS SLOT WIDTH TO MATCH SLOT DIFFUSER SIZE. R/A BOOTS ON INACTIVE SECTIONS (2)'E' 600 CFM EXHAUST GRILLES " EF -1" EXHAUST FAN ON ROOF 12/12 UP TO EF -1 FLOOR PLAN - MECHANICAL SCALE 1/4" = 1' -0" ARJO ENGINEERS, INC. Consulting Engineers 4140 LEMMON AVE. SUITE 275, LB 110 DALLAS, TEXAS 75219 -3763 PH, (214) 520 -7799 FAX. (214) 520 -7897 X11 -3�� DATE: 08.03.11 JOB NO: 1111 (5147) DRAWN: cm CHECKED: CM 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 O U 633 SOUTHCENTER v ,44:66.4 tirobc... REVISIONS SEATTLE, WA A 05.27.11 REVISIONS AFTER LANDLORD COMMENTS RECEIVF,P_ CITY OF TUKKwWItA SEP 0 7 2011 PERMIT CENTER FLOOR PLAN MECHANICAL SHEET NUMBER M.O FAN SCHEDULE DESIG. SERVES CFM TOOTATA L MAX FAN RPM MOTOR H.P. / RPM / EFF POWER MANUFACTURER & MODEL N0. 'D' TITUS SUPPLY MODEL TMS, 24 "x24 ", W/ INSULATED BACK PLATE & BALANCE DAMPER AT TAP 'E' TITUS EXHAUST MODEL 350FL, 12 "x12", W/ OBD 'F' TITUS EXHAUST MODEL 50F, 24 "x24" EGGCRATE W/ 30 "x30" LIGHT SHIELD 'R' TITUS RETURN MODEL PAR, E.F. -1 EXHAUST 2,500 0.8" 1,200 1 HP / 1800 RPM / 85.5% 208 / 3 COOK ACRUB 180 NOTES: 1. "EF" UPBLAST TYPE, PROVIDE BIRDSCREEN, DISCONNECT, 12" HIGH GALV. ROOF CURB, & MOTORIZED BACKDRAFT DAMPER, LOCATE 10' FROM ALL 0/A INTAKES. 2. "EF" CONTROLLED BY WALL MOUNTED VFD, PROVIDED BY THIS CONTRACTOR. 3. COORDINATE ALL ROOF MOUNTED EQUIPMENT LOCATIONS WITH OWNER. 4. TENANT IS AWARE THAT THE FAN CAN EXHAUST MORE AIR THAN THE MAKE -UP UNIT CAN PROVIDE.. 5. DAMPER SHALL MEET THE LEAKAGE REQUIREMENTS OF 2009 WSEC 1412.4.1 GRILLES & REGISTERS SCHEDULE TYPE DESCRIPTION 'A' TITUS SUPPLY MODEL ML -38, 2 SLOTS, 3/4" WIDE EACH, 48" LONG, BALANCE DAMPER AT DUCT TAP. 'B' TITUS RETURN MODEL MLR -38, 2 SLOTS, 3/4" WIDE EACH, 2' -0" LONG, W/ LIGHT SHIELD. 'C' TITUS SUPPLY MODEL TMS, 12"x12 ", W/ INSULATED BACK PLATE & BALANCE DAMPER AT TAP 'D' TITUS SUPPLY MODEL TMS, 24 "x24 ", W/ INSULATED BACK PLATE & BALANCE DAMPER AT TAP 'E' TITUS EXHAUST MODEL 350FL, 12 "x12", W/ OBD 'F' TITUS EXHAUST MODEL 50F, 24 "x24" EGGCRATE W/ 30 "x30" LIGHT SHIELD 'R' TITUS RETURN MODEL PAR, 'Z' TITUS EXHAUST MODEL PAR, 24 "x24 ", 16 "0 OR 16/16 NECK NOTES: 1. GRILLES AND DIFFUSERS SHALL BE COMPATIBLE WITH THE SURFACE IN WHICH THEY ARE INSTALLED. 2. COLOR SELECTED BY ARCHITECT. ROOFTOP A/C UNIT SCHEDULE DESIG. RTU - 1 FAN DATA SUPPLY AIR -CFM 1,200 SUPPLY FAN -HP 1.0 HP 1800 RPM, 85.5% MIN. EFF E.S.P. -IN. WTR. 0.50" RETURN FAN -HP - E.S.P.- IN.WTR. - COIL DATA G.S.H. -MBTUH 35.5 G.T.H. -MBTUH 60 E.A.T. -db /wb T 80 / 72 T L.A.T. -db 'F 55.9 / 55.7 'F HEAT DATA I MBH 48.5 EAT /LAT('F) 39'F/74'F TYPE HEAT PUMP OUTSIDE AIR (MIN) -CFM 100 OUTSIDE AIR (MAX) -CFM 1200 100% PER 1413.1 OUTSIDE AIR TEMP. 95F SUMMER POWER SUPPLY 208 / 3 AAON MODEL # RN -006 UNIT WT. -Ibs. 1200 EER OR SEER 12.6 EER 13.0 SEER - CODE MINIMUM COP 3.76 3.3 - CODE MINIMUM CONTROL SEQUENCE NOTES: RTU 0/A AND R/A DAMPER SHALL BE MECHANICALLY LINKED AND CONTROLLED BY A MODULATING MOTOR. THE SPACE STATIC PRESSURE SENSOR SHALL BE SET TO MAINTAIN +0.01" IN THE SPACE. THE STATIC PRESSURE SENSOR SHALL SEND A SIGNAL TO MODULATE THE 0/A DAMPER MOTOR TO MAINTAIN SPACE STATIC PRESSURE. AS THE CFM OF THE EXHAUST FAN INCREASES THE SPACE PRESSURE SHOULD BECOME NEGATIVE (REFERENCING THE OUTSIDE) THE SENSOR WILL SEE THE DROP IN PRESSURE, SEND A SIGNAL TO THE CONTROLLER / DAMPER MOTOR, THE DAMPER MOTOR SHALL MODULATE OPEN THE OUTSIDE AIR DAMPER & CLOSE THE RETURN AIR DAMPER. WHEN THE EXHAUST FAN IS AT FULL SPEED, 1200 CFM THE RTU 0/A DAMPER SHOULD BE 100% OPEN (1200 CFM 0 /A) AND THE RETURN AIR DAMPER CLOSED (0 CFM R /A). WHEN THE EXHAUST FAN IS OFF THE RTU 0/A DAMPER SHALL BE AT THE MIN. POSITION AND THE R/A DAMPER FULLY OPEN. 1412.4.1 DAMPERS INSTALLED TO COMPLY WITH THIS SECTION, INCLUDING DAMPERS INTEGRAL TO HVAC EQUIPMENT, SHALL HAVE A MAXIMUM LEAKAGE RATE WHEN TESTED IN ACCORDANCE WITH AMCA STANDARD 500 OF: A. MOTORIZED DAMPERS: 10 CFM /FT2 OF DAMPER AREA AT 1.0 INCH W.G. B. NONMOTORIZED DAMPERS: 20 CFM /FT2 OF DAMPER AREA AT 1.0 INCH W.G., EXCEPT THAT FOR NONMOTORIZED DAMPERS SMALLER THAN 24 INCHES IN EITHER DIMENSION: 40 CFM /FT2 OF DAMPER AREA AT 1.0 INCH W.G. 1412.4.1.1 DAMPER CONTROLS: DAMPERS FOR OUTDOOR AIR SUPPLY AND EXHAUST SHALL AUTOMATICALLY SHUT WHEN THE SYSTEMS OR SPACES SERVED ARE NOT IN USE NOTES: 1. 100% 0/A UNIT SHALL BE EQUIPPED WITH FACTORY CURB, 0/A HOOD MOTORIZED 0/A & R/A DAMPER AND HAIL GUARD. 2. AAON FULL MODEL # RN- 006- 3- 0 -E609- 000: A000- EOB- DBC- OOC- NOOAOOZ- 00- 0000000AB. 3. PROVIDE SPACE STATIC PRESSURE SENSOR TO CONTROL 0/A DAMPER. 4. PROVIDE TWO SETS OF 2" 35% PLEATED FILTERS. PROVIDE ON SPARE BELT. 5. ROUTE CONDENSATE TO APPROVED DRAIN. 6. PROVIDE PROGRAMMABLE HEAT PUMP THERMOSTAT W/ 5' DEADBAND, 7 DAY PROGRAM AND SETBACK TO COMPLY W/ ENERGY CODE. 5020CC ROUND DAMPER OR 830ACC RECTANGULAR OPPOSED BLADE DAMPER RIGID DUCTWORK FLEXIBLE DUCTWORK 411 � � u izi � �� f i l i l l l l { t 1111111 � ► �\ \A\ \ \ \ \ \ \\ \ \ A \ \ \ \ \ \� � 111► � \ \ \ " A\ V 1 � \ 11 \\ \ \\ \\ \ \\ \ \ \ \\\ M\\\U� \1,%■����� FLEXIBLE CASING AND WIRE (50' -0" MAXIMUM) / o A 1 \ LINEAR SLOT DIFFUSER WITH PLENUM BOX ARJO ENGINEERS, INC. Consulting Engineers 4140 LEMMON AVE, SUITE 275, LB 110 DALLAS, TEXAS 75219 -3763 PH. (214) 520 -7799 FAX. (214) 520 -7897 LOCKING RACK & PINION OPERATOR MOUNTING BRACKET LINEAR SLOT 270 -275 BOWDEN CABLE CONTROL SYSTEM No SCALE NOTES: 1) THE 270 -275 BOWDEN CABLE CONTROL SYSTEM IS DESIGNED FOR USE WITH EXTERNALLY CONTROLLED ROUND OR RECTANGULAR DAMPERS, AND CAN BE MOUNTED IN A WIDE VARIETY OF LOCATIONS INCLUDING CEILING JOISTS, LAY -IN CEILINGS, BEHIND GRILLES, ON OR INSIDE OTHER VARIOUS TYPES OF DIFFUSERS, ETC. 2) CABLE SHALL CONSIST OF BOWDEN CABLE 0.054" STAINLESS STEEL CONTROL WIRE ENCAPSULATED IN 1/16" FLEXIBLE GALVANIZED SPIRAL WIRE SHEATH. 3) LOCKING RACK AND PINION GEAR DRIVE SHALL BE CONSTRUCTED OF 14 GAUGE STEEL AND SHALL BE USED TO CONVERT ROTARY MOTION INTO PUSH -PULL MOTION. 4) CONTROL SHAFT SHALL BE "D" -STYLE FLATTENED 1 /4" DIAMETER WITH 265' ROTATION PROVIDING 1-1/2" LINEAR TRAVEL CAPABILITY. BOWDEN CABLE DETAIL �12 NO SCALE EXHAUST FAN ROOF, SEE ARCH. DWGS. BIRD SCREEN FACTORY ROOF CURB BY MECH. CONTRACTOR NOTE: -�r -\r- ATTACH FAN CURB TO ROOF CURB WITH 3/8" LAG BOLTS. ANCHORS SHALL BE LOCATED AT NOT MORE THAN 16" O.C., WITH A MINIMUM OF TWO ANCHORS PER SIDE. ALL ROOF PATCHING TO BE DONE BY LANDLORD APPROVED ROOFING CONTRACTOR. IF DUCT IS REQUIRED TRANSITION TO DUCT SIZE ON FLOOR PLANS ROOF MOUNTED EXHAUST FAN NO SCALE 11,3ob SOCKET WRENCH Sep P Alto* APpil �y RECEIV„Q _ CITY QF TUKKWWIILA SEP 07 2011 PERMIT CENTER DATE: 08.03.11 JOB NO: 1111 (5147) DRAWN: cm CHECKED: cm 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 N 0 U N -0 aw� E z � -0 w E V w 0 � U D� O N N s N L L� 633 SOUTHCENTER WA 98188 W J W REVISIONS Q 05.27.11 REVISIONS AFTER LANDLORD COMMENTS MECHANICAL DETAILS AND SCHEDULES SHEET NUMBER M2.0 MECHANICAL COMMENTS: 1. ANY CHANGES AND /OR UPGRADES TO TENANT'S EXISTING MECHANICAL SYSTEMS SHALL COMPLY WITH ALL CODES AND MALL CRITERIA. EXISTING SYSTEMS SHALL POSSESS THE CAPACITY TO HANDLE ANY AND ALL CHANGES IN LOAD. 2. NO PITCH POCKETS ARE PERMITTED ON THE ROOF FOR ANY CONDENSATE DRAINS, REFRIGERANT PIPING, POWER OR CONTROL WIRING. ALL CONNECTIONS ARE TO BE MADE INSIDE THE EQUIPMENT CURB OR THROUGH PRE - MANUFACTURED PIPING CURB. 3. NOTHING IS PERMITTED TO BE ATTACHED TO, SUSPENDED FROM, OR PENETRATE THE ROOF DECK. YOU MAY ATTACH TO OR SUSPEND FROM THE TOP CHORD OF THE JOIST OR THE STRUCTURAL STEEL WHICH EXISTS ABOVE THE TENANT SPACE. 4. ALL PENETRATIONS TO ROOF MUST BE APPROVED BY LANDLORD. ALL RELATED ROOF WORK MUST BE DONE BY MALL'S DESIGNATED ROOFING CONTRACTOR, AT TENANT'S EXPENSE. COORDINATE ALL WORK WITH PROPERTY MANAGEMENT ON SITE. 5. TENANT MUST REMOVE ALL ABANDONED ROOFTOP AND /OR MECHANICAL EQUIPMENT ABOVE THE LEASED PREMISES AND WITHIN THE LEASED PREMISES AT TENANT'S EXPENSE. PATCH AND REPAIR ROOF AS NEEDED. 6. TENANT'S G.C. TO LABEL ALL ROOF TOP EQUIPMENT WITH TENANT NAME SPACE NUMBER AND EQUIPMENT IDENTIFICATION (RTU -1, EF -1), PER MALL SPECIFICATIONS/STANDARDS. 7. ALL PIPING ON ROOF SHALL BE SUPPORTED ON PRE - MANUFACTURED PIPE SUPPORTS INSTALLED ON CARRY TREAD, SPACED PROPERLY TO SUPPORT PIPING. TREATED WOOD SUPPORTS ARE NOT PERMITTED. I8. ALL UNEXPOSED SUPPLY AIR AND OUTSIDE AIR DUCTWORK SHALL BE EXTERNALLY INSULATED WITH 1 1/2" THICK FOIL FACE INSULATION. INTERNALLY LINED DUCTWORK MAY BE USED FOR ACOUSTIC PURPOSES ONLY, NOT AS A SUBSTITUTE FOR EXTERNAL INSULATION. 9. ALL DUCTWORK SHALL BE SHEET METAL. FLEX DUCT MAY ONLY BE USED IN RUNS OF 5' -0" OR LESS. 10 AT CONCLUSION OF PROJECT, HVAC SYSTEM MUST BE TESTED AND BALANCED BY A LICENSED CONTRACTOR. COPY OF BALANCE REPORT MUST BE PROVIDED TO PROPERTY MANAGEMENT OFFICE ON -SITE. 1416 COMMISSIONING AND COMPLETION REQUIREMENTS 1416.1 GENERAL: DRAWING NOTES OR SPECIFICATIONS SHALL REQUIRE COMMISSIONING AND COMPLETION REQUIREMENTS IN ACCORDANCE WITH THIS SECTION. 1416.2 COMMISSIONING SCOPE: COMMISSIONING IN COMPLIANCE WITH THIS SECTION AND SECTION 1513.8 SHALL BE REQUIRED FOR NEW SYSTEMS OR MODIFIED PORTIONS OF SYSTEMS, WITH A HEATING CAPACITY OF 600K BTU /H OR A COOLING CAPACITY TONS OR MORE. 1416.2.1 BUILDINGS WHICH REQUIRE COMMISSIONING SHALL GO THROUGH A COMMISSIONING PROCESS THAT INCLUDES AS A MINIMUM: 1. COMMISSIONING PLAN; 2. SYSTEMS TESTING AND BALANCING; 3. HVAC EQUIPMENT AND HVAC CONTROLS FUNCTIONAL TESTING; 4. SUPPORTING DOCUMENTATION IN THE FORM OF OPERATION AND MAINTENANCE AND RECORD DOCUMENTS; 5. COMMISSIONING REPORT. 1416.3 COMMISSIONING REQUIREMENTS 1416.3.1 COMMISSIONING PLAN: COMMISSIONING PLAN SHALL INCLUDE: 1. A GENERAL DESCRIPTION OF THE COMMISSIONING PROCESS ACTIVITIES INCLUDING THE SYSTEMS TO BE COMMISSIONED; 2. THE SCOPE OF THE COMMISSIONING PROCESS INCLUDING SYSTEMS TESTING AND BALANCING, FUNCTIONAL TESTING, AND SUPPORTING DOCUMENTATION; 3. ROLES AND RESPONSIBILITIES OF THE COMMISSIONING TEAM; 4. A SCHEDULE OF ACTIVITIES INCLUDING SYSTEMS TESTING AND BALANCING, FUNCTIONAL TESTING, AND SUPPORTING DOCUMENTATION; 5. FUNCTIONAL TEST PROCEDURES AND FORMS. 1416.3.2 SYSTEMS TESTING AND BALANCING 1416.3.2.1 GENERAL: ALL HVAC AIR AND HYDRONIC SYSTEMS SHALL BE BALANCED IN ACCORDANCE WITH GENERALLY ACCEPTED ENGINEERING STANDARDS. 1416.3.2.2 AIR SYSTEMS BALANCING: THROTTLING LOSSES SHALL BE MINIMIZED BY BALANCING THE SYSTEMS OR ADJUSTING THE SPEED OF FANS WITH MOTORS GREATER THAN 1 HP. ARJO ENGINEERS, INC. MECHANICAL SPECIFICATION GENERAL PROVISIONS Consulting Engineers 4140 LEMMON AVE. SUITE 275, LB 110 DALLAS, TEXAS 75219 -3763 PH. (214) 520 -7799 FAX. (214) 520 -7897 GENERAL CONDITIONS: THE GENERAL CONDITIONS, SPECIAL CONDITIONS, SUPPLEMENTARY CONDITIONS AND MECHANICAL SPECIFICATIONS OF THE MAIN SPECIFICATIONS AND "GENERAL CONDITIONS OF THE CONTRACT", CURRENT EDITION, ESTABLISHED IN STANDARD FORM BY THE AMERICAN INSTITUTE OF ARCHITECTS SHALL APPLY TO ALL WORK ON THIS PROJECT EXCEPT AS MODIFIED BELOW. THIS CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THESE PROVISIONS AND ADHERE TO THESE REQUIREMENTS. THIS CONTRACTOR SHALL COORDINATE HIS WORK WITH OTHER TRADES AND TENANT PRIOR TO INSTALLATION. RELATED DOCUMENTS; THIS CONTRACTOR IS REFERRED TO THE ARCHITECTURAL AND ELECTRICAL PLANS AND SPECIFICATIONS. SUCH PLANS AND SPECIFICATIONS ARE A PART OF THE CONTRACT DOCUMENTS. CONTRACTORS SHALL VISIT THE SITE AND FAMILIARIZE THEMSELVES WITH ALL CONDITIONS SURROUNDING THE WORK. IF ANY OF THE CONDITIONS REQUIRE A MODIFICATION OF THE SYSTEMS INDICATED BY THESE PLANS AND SPECIFICATIONS, THE CONTRACTOR SHALL ADVISE THE ENGINEER OF THE REQUIRED MODIFICATIONS AND IF APPROVED BY THE ENGINEER, INCLUDE THE COST OF SUCH MODIFICATIONS IN HIS BID. PLANS AND SPECIFICATIONS: THROUGHOUT THE COURSE OF THE WORK, MINOR CHANGE AND ADJUSTMENTS TO THE PLANS AND SPECIFICATIONS MAY BE REQUESTED BY THE OWNER. THE CONTRACTOR SHALL MAKE SUCH ADJUSTMENTS WITHOUT ADDITIONAL COST TO THE OWNER, WHERE SUCH ADJUSTMENTS ARE NECESSARY FOR THE PROPER INSTALLATION AND OPERATION OF THE SYSTEMS, AND WITHIN THE INTENT OF THE CONTRACT DOCUMENTS. IT IS THE INTENT OF THE PLANS AND SPECIFICATIONS TO FORM A GUIDE FOR A COMPLETE INSTALLATION. EVERYTHING NECESSARY FOR THE COMPLETION AND SUCCESSFUL OPERATION OF THE WORK, WHETHER OR NOT HEREIN DEFINITELY SPECIFIED OR INDICATED ON THE DRAWINGS SHALL BE FURNISHED AND INSTALLED AS WELL AND AS FAITHFULLY AS IF SO SPECIFIED OR INDICATED WITHOUT ADDITIONAL COST TO THE OWNER. THE MECHANICAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND LENGTHS PRIOR TO INSTALLATION. MODIFICATION: IF ANY ERRORS, DISCREPANCIES OR OMISSIONS APPEAR IN THE DRAWINGS, SPECIFICATIONS OR OTHER CONTRACT DOCUMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING OF SUCH ERROR OR OMISSIONS. IN THE EVENT OF THE CONTRACTOR FAILING TO GIVE SUCH NOTICE BEFORE CONSTRUCTION, CONTRACTOR IS RESPONSIBLE FOR THE RESULT OF ANY SUCH ERRORS, DISCREPANCIES OR OMISSIONS AND THE COST OF RECTIFYING SAME. CODE COMPLIANCE: THIS CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF ALL STATE AND LOCAL CODES REGULATING THIS WORK. PERMITS. FEES. LICENSES: THIS CONTRACTOR SHALL PAY ALL FEES AND RELATED CHARGES FOR PERMITS, LICENSES, ETC. REQUIRED FOR INSTALLATION OF THE MECHANICAL SYSTEMS. OF 40 WARRANTY: THE MECHANICAL CONTRACTOR SHALL PROVIDE A WRITTEN WARRANTY THAT THE ENTIRE INSTALLATION IS FREE FROM DEFECTS IN MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE YEAR. 1416.3.2.3 HYDRONIC SYSTEMS BALANCING: THROTTLING LOSSES SHALL BE MINIMIZED BY BALANCING THE SYSTEMS, OR TRIMMING THE PUMP IMPELLER OR ADJUSTING THE PUMP SPEED. EXCEPTIONS: 1. PUMPS WITH PUMP MOTORS OF 10 HP OR LESS. 2. THROTTLING IS AN ACCEPTABLE METHOD OF BALANCING ONLY IF THE POWER DRAW DOES NOT EXCEED THAT OF EQUIVALENT SYSTEM WITH THE IMPELLER TRIMMED BY MORE THAN 5 PERCENT. ALL HYDRONIC HEATING OR COOLING COILS WITH DESIGN FLOW EXCEEDING 20 GPM (76 L /M) SHALL BE EQUIPPED WITH DEDICATED PRESSURE TESTING PORTS TO ENABLE TESTING OF PRESSURE DROP THROUGH THE COIL. ALL HYDRONIC HEATING OR COOLING SYSTEMS SERVED BY PUMP(S) EXCEEDING 5 HP (3.7 KW) SHALL BE EQUIPPED WITH ACCESSIBLE PRESSURE TESTING PORTS TO ENABLE TESTING SUPPLY AND RETURN PRESSURE NEAR THE END OF EACH MAJOR HYDRONIC RUN. 1416.3.3 SYSTEMS, EQUIPMENT, AND CONTROLS FUNCTIONAL TESTING: ALL HVAC SYSTEMS, EQUIPMENT, AND CONTROLS AS WELL AS AND LIGHTING CONTROLS AS SPECIFIED IN SECTION 1513.8 SHALL BE TESTED TO ENSURE THAT CONTROL DEVICES, COMPONENTS, EQUIPMENT AND SYSTEMS ARE CALIBRATED, ADJUSTED AND OPERATE IN ACCORDANCE WITH SEQUENCES OF OPERATION PRESCRIBED IN THE CONSTRUCTION DOCUMENTS. WRITTEN PROCEDURES WHICH CLEARLY DESCRIBE THE INDIVIDUAL SYSTEMATIC TEST PROCEDURES, THE EXPECTED SYSTEMS' RESPONSE OR ACCEPTANCE CRITERIA FOR EACH PROCEDURE, THE ACTUAL RESPONSE OR FINDINGS, AND ANY PERTINENT DISCUSSION. OPTIONAL EXAMPLES OF TEST METHODS AND FORMS ARE PROVIDED IN REFERENCE STANDARD 34. 1416.3.4 SUPPORTING DOCUMENTATION: SUPPORTING DOCUMENTATION SHALL INCLUDE, AS A MINIMUM: 1416.3.4.1 SYSTEMS DOCUMENTATION: SYSTEMS DOCUMENTATION SHALL BE IN ACCORDANCE WITH INDUSTRY ACCEPTED STANDARDS AND SHALL INCLUDE AS A MINIMUM: 1. SUBMITTAL DATA STATING EQUIPMENT SIZE AND SELECTED OPTIONS FOR EACH PIECE OF EQUIPMENT. 2. OPERATION AND MAINTENANCE MANUALS FOR EACH PIECE OF EQUIPMENT REQUIRING MAINTENANCE, EXCEPT EQUIPMENT NOT FURNISHED AS PART OF THE PROJECT. REQUIRED ROUTINE MAINTENANCE ACTIONS SHALL BE CLEARLY IDENTIFIED. 3. NAMES AND ADDRESSES OF AT LEAST ONE HVAC SERVICE AGENCY. 4. HVAC CONTROLS SYSTEM MAINTENANCE AND CALIBRATION INFORMATION, INCLUDING WIRING DIAGRAMS, SCHEMATICS, AS -BUILT DRAWINGS AND CONTROL SEQUENCE DESCRIPTIONS. DESIRED OR FIELD DETERMINED SET POINTS SHALL BE PERMANENTLY RECORDED ON CONTROL DRAWINGS AT CONTROL DEVICES, OR, FOR DIGITAL CONTROL SYSTEMS, IN PROGRAMMING COMMENTS. 5. COMPLETE WRITTEN NARRATIVE OF HOW EACH SYSTEM AND PIECE OF EQUIPMENT IS INTENDED TO OPERATE INCLUDING INTERFACE WITH EXISTING EQUIPMENT OR SYSTEMS (WHERE APPLICABLE). SEQUENCE OF OPERATION IS NOT ACCEPTABLE AS A NARRATIVE FOR THIS REQUIREMENT. 1416.3.4.2 RECORD DOCUMENTS: CONSTRUCTION DOCUMENTS SHALL BE UPDATED TO CONVEY A RECORD OF THE ALTERATIONS TO THE ORIGINAL DESIGN. SUCH UPDATES SHALL INCLUDE UPDATED MECHANICAL, ELECTRICAL AND CONTROL DRAWINGS RED - LINED, OR REDRAWN IF SPECIFIED, THAT SHOW ALL CHANGES TO SIZE, TYPE AND LOCATION OF COMPONENTS, EQUIPMENT AND ASSEMBLIES. 1416.3.4.3 SYSTEMS OPERATION TRAINING: TRAINING OF THE MAINTENANCE STAFF FOR EACH EQUIPMENT TYPE AND OR SYSTEM SHALL INCLUDE AS A MINIMUM: 1. REVIEW OF SYSTEMS DOCUMENTATION. 2. HANDS -ON DEMONSTRATION OF ALL NORMAL MAINTENANCE PROCEDURES, NORMAL OPERATING MODES, AND ALL EMERGENCY SHUTDOWN AND START -UP PROCEDURES. 3. TRAINING COMPLETION REPORT. 1416.3.5 COMMISSIONING REPORT: THE COMMISSIONING REPORT SHALL BE COMPLETED AND PROVIDED TO THE OWNER. THE COMMISSIONING REPORT SHALL INCLUDE: 1. COMPLETED FUNCTIONAL TEST FORMS INCLUDING MEASURABLE CRITERIA FOR TEST ACCEPTANCE. 2. ISSUES LOG OF CORRECTED AND UNCORRECTED DEFICIENCIES WITH THE ANTICIPATED DATE OF CORRECTION. 3. DEFERRED TESTS, WHICH CANNOT BE PERFORMED AT THE TIME OF REPORT PREPARATION, WITH ANTICIPATED DATE OF COMPLETION. 4. RECORD OF PROGRESS AND COMPLETION OF OPERATOR TRAINING. 5. COMPLETED COMMISSIONING COMPLIANCE FORM. 1416.4 COMMISSIONING COMPLIANCE FORM: A COMMISSIONING COMPLIANCE CHECKLIST SHALL BE SUBMITTED TO THE BUILDING OFFICIAL UPON SUBSTANTIAL COMPLETION OF THE BUILDING. THE CHECKLIST SHALL BE COMPLETED AND SIGNED BY THE BUILDING OWNER OR OWNER'S REPRESENTATIVE. THE BUILDING OFFICIAL MAY REQUIRE THAT THE COMMISSIONING COMPLIANCE FORM COMPONENTS BE SUBMITTED TO VERIFY COMPLIANCE WITH SECTIONS 1416 AND 1513.8 REQUIREMENTS. COMPLETION OF THE COMMISSIONING COMPLIANCE CHECKLIST (FIGURE 14B) IS DEEMED TO SATISFY THIS REQUIREMENT. BASIC MATERIALS AND METHODS; ALL WORKMANSHIP AND MATERIALS SHALL BE OF THE HIGHEST QUALITY IN EVERY RESPECT. ALL MATERIALS AND EQUIPMENT SHALL BE NEW, OF THE LATEST DESIGN AND FREE OF DEFECTS. DESIGN ALL PIPING AND DUCTWORK TO PRESENT A NEAT ORDERLY APPEARANCE. RUN ALL LINES PARALLEL WITH BUILDING WALLS AND CONSTRUCTION. KEEP PIPING AND DUCTWORK FREE FROM CONTACT WITH STRUCTURE OR EQUIPMENT TO PREVENT NOISE TRANSMISSION, ALLOWING CLEARANCE FOR EXPANSION AND CONTRACTION. PROVIDE ACCESS DOORS OR PANELS FOR ALL VALVES, CLEANOUTS, DAMPERS, CONTROL DEVICES, ETC. USE TURNING VANES AT ELBOWS. PROVIDE VIBRATION ISOLATION DEVICES FOR ALL MOVING MACHINERY. PROVIDE FLEXIBLE CONNECTIONS TO ALL MOVING MACHINERY. SOIL. WASTE AND VENT PIPING: ALL ABOVE GROUND SANITARY SOIL, WASTE & VENT PIPING SHALL BE NO -HUB CAST IRON SANITARY SYSTEM COMPLYING WITH CISPI #301 -69T OR SCREWED GALVANIZED PIPE WITH CAST IRON DRAINAGE FITTINGS. SYSTEM BALANCE: THIS CONTRACTOR SHALL BALANCE THE AIR SYSTEM IN ACCORDANCE WITH THE QUANTITIES SHOWN ON THE DRAWINGS. SUBMIT TWO COPIES OF THE BALANCE REPORT TO THE ENGINEER FOR HIS APPROVAL, AND TO THE OWNER AS REQUIRED. THIS MUST BE SUBMITTED PRIOR TO FINAL PAYMENT FROM OWNER. INSULATION: INSULATION SHALL BE REQUIRED ON ALL SURFACES TO RETARD UNDESIRABLE HEAT TRANSFER AND PREVENT CONDENSATION. EXCEPT AS NOTED. INSULATION SHALL BE APPLIED TO PIPE LINES, DUCTWORK AND EQUIPMENT ONLY AFTER THEY HAVE BEEN TESTED, INSPECTED AND ALL SURFACES THOROUGHLY CLEANED OF ALL MOISTURE, FOREIGN MATERIAL, GREASE AND RUST. INSULATION SHALL BE CONTINUOUS THROUGH WALLS, FLOORS, PARTITIONS, SLEEVES, ETC., EXCEPT WHERE OTHERWISE INDICATED OR SPECIFIED. ALL INSULATION ADHESIVES, SEALERS AND COATINGS SHALL HAVE A FIRE HAZARD RATING NOT TO EXCEED 25/50/50 FLAME SPREAD, FUEL CONTRIBUTED AND SMOKE DEVELOPED IN ACCORDANCE WITH UL 723 AND ASTM -E84. PROVIDE INSULATION FOR HOT WATER PIPING, CONDENSATE AND SHEET METAL DUCTWORK EXCEPT AS NOTED. COLD WATER PIPE INSULATION SHALL BE A MINIMUM 1/2" THICK PREMOULDED FIBERGLASS PIPE INSULATION WITH A "UNIVERSAL" WHITE VAPOR BARRIER JACKET WITH A SEALED FLAP. HOT WATER PIPE INSULATION SHALL BE A MINIMUM 1" THICK PREMOULDED FIBERGLASS PIPE INSULATION WITH A "UNIVERSAL" WHITE VAPOR BARRIER JACKET WITH A SEALED FLAP. FITTINGS SHALL BE COVERED WITH THE SAME PREMOLDED MATERIAL AND SEALED FLAP. ALL JOINTS AND SEAMS SHALL BE SEALED. ALL RECTANGULAR SUPPLY AND RETURN AIR DUCT SHALL BE INTERNALLY INSULATED WITH A MINIMUM OF 1 1/2" THICK ACOUSTICAL DUCT LINER AND ALL ROUND SUPPLY AND RETURN AIR DUCTWORK SHALL BE EXTERNALLY INSULATED WITH 2" THICK, ONE POUND DENSITY, FIBERGLASS DUCT INSULATION COMPLETE WITH FRK REINFORCED KRAFT VAPOR BARRIER JACKET. ALL JOINTS AND SEAMS SHALL BE SEALED. PRE INSULATED FLEXIBLE DUCT SHALL BE EQUAL TO THERMAFLEX TYPE M- KF -R -6 OR APPROVED EQUAL. FLEXIBLE DUCT RUNS SHALL BE LIMITED TO A MAXIMUM LENGTH OF 5' -0 ". FIRE PROTECTION; THE FIRE PROTECTION CONTRACTOR SHALL PROVIDE ALL ENGINEERING, DESIGN, LABOR, AND MATERIALS FOR THE REVISION OF THE EXISTING SPRINKLER SYSTEM TO CONFORM TO THE NEW FLOOR PLAN AND MATCH EXISTING STYLE INCLUDING FINISH, POSITION, MOUNT, ETC ALL ASPECTS OF DESIGN, INSTALLATION, AND EQUIPMENT SHALL CONFORM IN ALL RESPECTS TO THE RULES, REGULATIONS, AND REQUIREMENTS OF THE CURRENT STANDARDS OF NFPA, U.L., F.M., INSURANCE CO. AND ALL STATE, CITY AND LOCAL CODES, RULES AND REGULATIONS. SUBMIT SPRINKLER DESIGN TO THE OWNER'S INSURANCE COMPANY FOR APPROVAL. ALL PIPING SHALL BE SCHEDULE 40 BLACK STEEL PIPE WITH GROOVED AND /OR SCREWED FITTINGS. bLk3Ob • R@CE CITYOFTU IV LA SEP 07 2011 PERMIT CENTER DATE: 08.03.11 JOB NO: 1111 (5147) DRAWN: CM CHECKED: CM 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 • N O U SOUTHCENTER rbn No (.0 REVISIONS Q 05.27.11 REVISIONS AFTER LANDLORD COMMENTS MECHANICAL NOTES & SPECIFICATIONS SHEET NUMBER M r / /ir ✓Ifs V /Yi7tYf1.I /ifd�'fY /� f N fi <. k FLOOR PLAN - LIGHTING SCALE 1 /4" = GENERAL NOTES: A. MINIMUM WIRE /CONDUIT SIZE SHALL BE 2 #12,1 #12G. IN 1/2" CONDUIT. B. PROVIDE GROUNDING CONDUCTOR IN CIRCUITS SHOWN AND AS REQUIRED BY LOCAL CODES AND AUTHORITY HAVING JURISDICTION. C. WIRING DEVICES SHALL BE DECORA STYLE, WHITE NYLON WITH WHITE NYLON COVER PLATES. D. ALL CONDUITS SHALL BE CONCEALED EXCEPT IN THE ELECTRICAL AREA. E. ALL EXPOSED CONDUIT, STRAPS AND APPURTENANCES SHALL BE PAINTED TO MATCH ADJACENT SURFACE. REFERENCE ARCHITECTURAL PAINTING SPECIFICATIONS. F. FIRE STOP ALL PENETRATIONS THROUGH FIRE RATED PARTITIONS WITH AN APPROVED ASSEMBLY EQUAL TO OR GREATER THAN THE RATING OF THE PARTITION BEING PENETRATED. G. REMOVE ALL UNUSED CONDUIT/WIRING, OUTLET BOXES AND APPURTENANCES. THE FIRE ALARM CONTRACTOR MUST BE APPROVED BY "SOUTHCENTER" AND IS RESPONSIBLE FOR DESIGN, DESIGN APPROVAL INSTALLATION AND FINAL ACCEPTANCE BY THE AUTHORITIES HAVING JURISDICTION. DEVICES AND EQUIPMENT SHOWN ON THE DRAWINGS ARE FOR REFERENCE ONLY. FINAL DEVICE TYPES, QUANTITIES AND LOCATIONS ARE THE RESPONSIBILITY OF THE CONTRACTOR. COORDINATE EXACT LOCATION OF DEVICES WITH ARCHITECT PRIOR TO ROUGH -IN. FAILURE TO COMPLY WITH THESE REQUIREMENTS WILL NOT RESULT IN ADDITIONAL COST TO THE TENANT AND /OR OWNER. KEYED NOTES BY SYMBOL ' O': 1. SHOW WINDOW RECEPTACLE PER NEC 210.62. MOUNT RECEPTACLE FLUSH IN CEILING. 2. ROUTE ONE 3/4" CONDUIT WITH PULL CORD UP WALL TO ABOVE CEILING. CONTINUE CONDUIT AND PULL CORD ABOVE CEILING TO THE TELEPHONE SERVICE PUNCH DOWN. INSTALL A 90' LONG RADIUS BEND AND INSULATED BUSHING ON END OF CONDUIT. 3. ROUTE ONE 3/4" CONDUIT WITH PULL CORD INSIDE MILLWORK TO DEVICES SHOWN. COORDINATE ROUTING OF CONDUIT AND FINAL LOCATION OF DEVICE IN MILLWORK WITH ARCHITECT PRIOR TO ROUGH -IN. 4. ROUTE CIRCUIT SHOWN INSIDE MILLWORK TO DEVICES SHOWN. COORDINATE ROUTING OF CONDUIT AND FINAL LOCATION OF DEVICE IN MILLWORK WITH ARCHITECT PRIOR TO ROUGH -IN. 5. EXISTING 120/208 VOLT, THREE PHASE PANELBOARD TO REMAIN. REFERENCE ELECTRICAL RISER DIAGRAM, SHEET E2.0 FOR ADDITIONAL WORK REQUIRED. 6. PROVIDE OUTLET BOX AND 3/4" CONDUIT TO ABOVE CEILING. CONTINUE ROUTING ABOVE CEILING TO STORAGE ROOM AND INSTALL INSULATED BUSHING ON END OF CONDUIT. USE ONLY LONG RADIUS BENDS. 7. RECEPTACLE MOUNTED FLUSH AT CEILING FOR POWER TO LIGHT BOX. 8. UGHTING CONTACTOR LC1, TIME CLOCKS ?Cr AND TC2 ABOVE. REFERENCE SHEET E2.0 FOR ADDITIONAL WORK REQUIRED. LA- 15,17,19 THRU VFD FLOOR PLAN - POWER SCALE 1 /4" = 1' -0" KEYED NOTES BY SYMBOL CONTINUED ' O'• 9. SWITCH SHOWN SHALL CONTROL UGHTING CONTACTOR LC1. REFERENCE SHEET E2.0 FOR ADDITIONAL WORK REQUIRED. 10. CEIUNG MOUNTED FIRE ALARM SPEAKER STROBE. COORDINATE INSTALLATION AND PERFORMANCE REQUIREMENTS WITH MALL MANAGER PRIOR TO ROUGH -IN. 11. POWER FOR OUTSIDE AIR MOTORIZED DAMPER MOTOR. COORDINATE LOCATION AND CONNECTION REQUIREMENTS WITH MECHANICAL CONTRACTOR PRIOR TO ROUGH -IN. ELECTRICAL CONTRACTOR SHALL MAKE ALL LINE VOLTAGE CONNECTIONS. MECHANICAL CONTRACTOR SHALL MAKE ALL LOW VOLTAGE CONNECTIONS. 12. VARIBLE FREQUENCY DRIVE (VFD) PROVIDED BY THE MECHANICAL CONTRACTOR. 13. PROVIDE A 24" WIDE X 48" HIGH X 3/4" THICK, AC GRADE PLYWOOD BACKBOARD FOR TELEPHONE SERVICE. PAINT PLYWOOD TO MATCH ADJACENT WALL SURFACE. COORDINATE MOUNTING WITH ARCHITECT PRIOR TO ROUGH -IN. PROVIDE ONE 2" CONDUIT WITH PULL CORD FROM THE BACKBOARD TO THE LANDLORD POINT OF DEMARCATION FOR TELEPHONE SERVICE. USE ONE LONG RADIUS BEND AND INSTALL IN 1 HI • N 0 ,N� 14. LIMITS OF RETAIL DISPLAY AREA. 15. CURRENT LIMITING PANEL CL1. REFERENCE ELECTRICAL RISER A DIAGRAM,. SHEET E2.0 FOR ADDITIONAL WORK REQUIRED. 16. TIME CLOCK TC1. REFERENCE ELECTRICAL RISER DIAGRAM,. SHEET E2.0 FOR ADDITIONAL WORK REQUIRED. 17. SWITCH TO CONTROL LIGHTS IN DAYLIGHT ZONE PER SEATTLE ENERGY CODE 1513.2, EXCEPTION NO. 1. 18. JUNCTION BOX FOR POWER TO LIGHTED SIGNAGE. COORDINATE EXACT LOCATION AND TERMINATION REQUIREMENTS WITH ARCHITECT AND SIGNAGE PROVIDER PRIOR TO ROUGH -IN. ROUTE CIRCUIT THROUGH TC1 AS A SEPARATE CHANNEL AND PROGRAM AS DIRECTED BY THE TENANT. ARJO ENGINEERS, INC. Consulting Engineers 4140 LEMMON AVE. SUITE 275, LB 110 DALLAS, TEXAS 75219 -3763 PH. (214) 520 -7799 FAX. (214) 520 -7897 biVbo CI7YOFTUKIMLA SEP2ti 2011 PERMIT CENTER DATE: 08.03.11 JOB NO: 1111 (5147) DRAWN: cm CHECKED: CM 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 E 0 U 633 SOUTHCENTER 00 00 00 REVISIONS !� 05.27.11 REVISIONS AFTER LANDLORD COMMENTS A09.26.11 CITY COMMENTS FLOOR PLAN - POWER LIGHTING AND CORRECTION 12\1--.(10 SHEET NUMBER E1.I. 1)V L A N G A D N C C O R T M O R ARCHITECT 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 E 0 U 633 SOUTHCENTER 00 00 00 REVISIONS !� 05.27.11 REVISIONS AFTER LANDLORD COMMENTS A09.26.11 CITY COMMENTS FLOOR PLAN - POWER LIGHTING AND CORRECTION 12\1--.(10 SHEET NUMBER E1.I. ELECTRICAL SPECIFICATIONS: GENERAL CONDITIONS THE GENERAL CONDITIONS, SPECIAL CONDITIONS, SUPPLEMENTARY CONDITIONS AND ELECTRICAL SPECIFICATIONS CONTAINED IN THE AIA "GENERAL CONDITIONS OF THE CONTRACT", CURRENT EDITION, SHALL APPLY TO ALL WORK ON THIS PROJECT EXCEPT AS MODIFIED HEREIN. THE CONTRACTOR SHALL ALSO REFER TO THE ARCHITECTURAL, STRUCTURAL, AND MECHANICAL PLANS AND SPECIFICATIONS, WHICH ARE CONTRACT DOCUMENTS. BIDDERS SHALL VISIT THE SITE AND FAMILIARIZE THEMSELVES WITH ALL CONDITIONS SURROUNDING THE WORK PRIOR TO SUBMITTING THEIR BID. REQUIREMENTS ALL WORK SHALL MEET THE CURRENT NATIONAL ELECTRICAL CODE, APPLICABLE LOCAL ELECTRICAL CODE, AND ALL OTHER APPLICABLE CODES, ALL UTILITY REQUIREMENTS, AND ALL OWNER REQUIREMENTS AS TO CONSTRUCTION AND INSURANCE. THE CONTRACTOR SHALL PROCURE AND PAY FOR ALL REQUIRED PERMITS AND UTILITY SERVICE CHARGES. GUARANTEE THE CONTRACTOR SHALL UNCONDITIONALLY GUARANTEE ALL WORK UNDER THIS CONTRACT TO BE FREE FROM DEFECTS IN WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE OF THE WORK BY THE OWNER. CONTRACTOR SHALL MAKE GOOD ALL SUCH FAULTY ITEMS IDENTIFIED TO HIM DURING THIS PERIOD WITHOUT COST TO OWNER. PLANS AND SPECIFICATIONS IT IS THE INTENT OF THE PLANS AND SPECIFICATIONS TO PROVIDE FOR A COMPLETE INSTALLATION. EVERYTHING NECESSARY FOR THE COMPLETION AND SUCCESSFUL OPERATION OF THE WORK, WHETHER OR NOT HEREIN DEFINITELY SPECIFIED OR INDICATED SHALL BE FURNISHED AND INSTALLED AS IF SO SPECIFIED OR INDICATED WITHOUT ADDITIONAL COST TO OWNER. THE DRAWINGS ARE DIAGRAMMATIC AND NOT INTENDED TO SHOW EXACT LOCATIONS UNLESS DIMENSIONED. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND LENGTHS, AND SHALL ADJUST HIS EQUIPMENT AND RACEWAY LOCATIONS TO AVOID CONFLICTS WITH OTHER CONSTRUCTION OR EQUIPMENT. IF ANY ERRORS, DISCREPANCIES OR OMISSIONS APPEAR IN THE PLANS, SPECIFICATIONS OR OTHER CONTRACT DOCUMENTS, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT, OR, FAILING TO DO SO BEFORE CONSTRUCTION AND /OR FABRICATION OF THE WORK, SHALL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY SUCH ERRORS, DISCREPANCIES OR OMISSIONS AND THE COST OF RECTIFYING SAME. NOTWITHSTANDING ANY OTHER PROVISIONS OF THE CONTRACT DOCUMENTS, THE CONTRACTOR BEARS ULTIMATE RESPONSIBILITY FOR THE COMPLIANCE OF THE INSTALLATION WITH THE REQUIREMENTS OF THE OWNER AND OF THE LOCAL AUTHORITY HAVING JURISDICTION. MANUFACTURER'S NAMES ARE LISTED HEREIN AND ON THE DRAWINGS TO ESTABLISH A STANDARD FOR QUALITY AND DESIGN. WHERE ONE MANUFACTURER'S NAME IS MENTIONED, PRODUCTS OF OTHER MANUFACTURERS WILL BE ACCEPTABLE IF, IN THE OPINION OF THE ARCHITECT, THE SUBSTITUTE MATERIAL IS OF QUALITY EQUAL TO OR BETTER THAN THAT OF THE MATERIAL SPECIFIED. WHERE TWO OR MORE MANUFACTURER'S NAMES ARE SPECIFIED, MATERIAL SHALL BE BY ONE OF THE NAMED MANUFACTURERS ONLY. MODIFICATIONS MINOR ADJUSTMENTS TO THE PLANS AND SPECIFICATIONS, INCLUDING EQUIPMENT VOLTAGE REQUIREMENTS AND OUTLET LOCATIONS, MAY BE REQUESTED BY THE OWNER DURING THE PROJECT. CONTRACTOR SHALL MAKE SUCH ADJUSTMENTS WITHOUT ADDITIONAL COST TO THE OWNER WHERE SUCH ADJUSTMENTS ARE NECESSARY TO THE PROPER INSTALLATION AND OPERATION AND WITHIN THE INTENT OF THE CONTRACT DOCUMENTS. SUBMITTALS AFTER THE CONTRACT IS AWARDED, BUT PRIOR TO PROCEEDING WITH THE WORK, THE CONTRACTOR SHALL OBTAIN COMPLETE SHOP DRAWINGS, PRODUCT DATA AND SAMPLES FROM THE MANUFACTURERS, SUPPLIERS, VENDORS, AND SUBCONTRACTORS, FOR ALL MATERIALS AND EQUIPMENT SPECIFIED HEREIN, AND SUBMIT DATA AND DETAILS OF SUCH MATERIALS AND EQUIPMENT FOR REVIEW BY THE ARCHITECT AND ENGINEER. PRIOR TO SUBMISSION OF THE SHOP DRAWINGS, PRODUCT DATA AND SAMPLES TO THE ARCHITECT AND ENGINEERS, THE CONTRACTOR SHALL REVIEW AND CERTIFY THAT THE SHOP DRAWINGS, PRODUCT DATA AND SAMPLES ARE IN COMPLIANCE WITH THE CONTRACT DOCUMENTS. A MINIMUM PERIOD OF TEN WORKING DAYS, EXCLUSIVE OF TRANSMITTAL TIME, WILL BE REQUIRED IN THE ENGINEER'S OFFICE EACH TIME SHOP DRAWINGS, PRODUCT DATA AND /OR SAMPLES ARE SUBMITTED OR RESUBMITTED FOR REVIEW. THIS TIME PERIOD SHALL BE CONSIDERED BY THE CONTRACTOR WHEN SCHEDULING HIS WORK. THE CONTRACTOR SHALL PROVIDE THE ENGINEER WITH A MINIMUM OF FIVE CERTIFIED COPIES OF ALL SHOP AND EQUIPMENT DRAWINGS FOR HIS APPROVAL, TWO OF WHICH SHALL BE RETAINED BY THE ENGINEER, THE REMAINING COPIES WILL BE RETURNED TO THE CONTRACTOR. INSTALLATION ALL ELECTRICAL WORK SHOWN AND REQUIRED SHALL BE BY THE CONTRACTOR, UNLESS OTHERWISE STATED, WHO SHALL FURNISH AND INSTALL MINOR ITEMS REASONABLY NECESSARY FOR THE COMPLETION OF THE WORK, AND MAKE FINAL CONNECTIONS. ALL CUTTING AND PATCHING OF EXISTING CONDITIONS REQUIRED FOR THE WORK OF THIS CONTRACT SHALL BE BY THE CONTRACTOR. ALL TEMPORARY WIRING SHALL BE FURNISHED, INSTALLED AND REMOVED BY THE CONTRACTOR. THE CONTRACTOR SHALL KEEP A SET OF DRAWINGS ON THE JOB, NOTING DAILY ALL CHANGES MADE IN THESE DRAWINGS AND IN CONNECTION WITH THE FINAL INSTALLATION, INCLUDING EXACT DIMENSIONED LOCATIONS OF ALL NEW AND UNCOVERED EXISTING UTILITY PIPING OUTSIDE THE BUILDING. PRIOR TO COMPLETION OF THE PROJECT, THE CONTRACTOR SHALL TRANSFER THE COMPLETE INFORMATION TO "CAD` DRAWINGS, AND SHALL, WITH HIS REQUEST FOR FINAL PAYMENT, TURN OVER A CLEAN, NEATLY PREPARED SET OF "CAD" REPRODUCIBLE DRAWINGS SHOWING AS INSTALLED• WORK TO THE ARCHITECT FOR REVIEW AND SUBSEQUENT TRANSMITTAL TO THE OWNER. UPON ACCEPTANCE OF THE "CAD" DRAWINGS BY THE OWNER, THE CONTRACTOR SHALL PROVIDE THE ARCHITECT WITH ONE SET OF THE DRAWINGS ON A "CAD" CD AND E �F - • �- "- �- `t •a• T. LIGHTING FIXTURES FLUORESCENT FIXTURES SHALL BE CONNECTED BY MEANS OF FLEXIBLE CONDUIT AND 150 DEGREE © CENTIGRADE WIRE RUN TO A BRANCH CIRCUIT OUTLET BOX INDEPENDENT OF THE FIXTURE. ALL SWITCHING, INCLUDING TIME CLOCK OPERATION SHALL BE SET PER TENANT REQUIREMENTS, TESTED AND SETTINGS NOTED ON THE RECORD DRAWINGS TO TENANT. PROVIDE TENANT WITH OPERATIONAL UCTI. NS OF TIME COCK. CONDUIT AND WIRE ALL WIRING SHALL BE INSTALLED IN STEEL CONDUIT UNLESS OTHERWISE INDICATED OR SPECIFIED. CONDUIT SHALL BE EMT, EXCEPT SHORT FINAL CONNECTIONS TO MECHANICAL EQUIPMENT, LIGHTING FIXTURES, AND TRANSFORMERS SHALL BE FMC (OR LTRIC IF IN A WET LOCATION). CONDUIT SHALL BE CONCEALED IN ALL FINISHED AREAS OF THE SPACE. FITTINGS SHALL BE SETSCREW OR COMPRESSION TYPE AS APPROPRIATE. CONDUIT SHALL NOT BE RUN THROUGH OR ATTACHED TO HVAC DUCTS. ALL INTERIOR WIRE SHALL BE COPPER, TYPE THHN, OR AS NOTED, NO. 12 AWG MINIMUM, OR AS SHOWN. ALL EXTERIOR WIRE SHALL BE COPPER, TYPE XHHW, OR AS NOTED, NO. 12 AWG MINIMUM, OR AS SHOWN. ALL FLOOR PENETRATIONS SHALL USE FIRE RATED DEVICES AND SHALL MAINTAIN THE RATING OF THE FLOOR. ALL COMBINED CIRCUITS IN COMMON RACEWAY SHALL COMPLY WITH NEC FOR DISCONNECTING MEANS FOR MULTIWIRE BRANCH CIRCUITS. ELECTRICAL EQUIPMENT ALL EQUIPMENT SHALL BE NEW, UL LISTED, COMMERCIAL GRADE, AND WEATHERPROOF IF EXPOSED TO WEATHER. DISCONNECT SWITCHES SHALL BE NEMA RATED, HEAVY DUTY, 3P, N -F UNLESS SHOWN WITH FUSES. BRANCH CIRCUIT BREAKERS SHALL BE BOLT -ON, 10,000 AIC FOR 120/208 VOLT, CENTER TRIP. SINGLE POLE BREAKERS SHALL BE SWD RATED. MULTIPOLE BREAKERS SHALL BE COMMON TRIP. THE PANEL DOOR SHALL CONTAIN A TYPEWRITTEN BRANCH CIRCUIT DIRECTORY. TRANSFORMERS SHALL BE DRY -TYPE "TP111, 115 DEGREE C RISE, KVA RATING AS INDICATED ON PLANS. LABEL ALL EQUIPMENT AS REQUIRED BY 2011 NEC 110.24. WIRING DEVICES UNLESS OTHERWISE INDICATED ON PLANS: WIRING DEVICES SHALL BE SPECIFICATION GRADE, WHITE COLOR, SIDE WIRED, 20 AMP HUBBELL 1221 SERIES SWITCHES, 5362 SERIES RECEPTACLE OR EQUAL PRODUCT OF P&S OR LEVITON. PLATES SHALL BE SMOOTH WHITE NYLON. WALL OUTLET BOXES SHALL BE KNOCKOUT TYPE, EXCEPT CAST WATERPROOF TYPE SHALL BE USED IN WET LOCATIONS. FLOOR BOXES SHALL BE CAST IRON, FULLY ADJUSTABLE, WITH BRASS COVER PLATE, BRASS CARPET FLANGE AND FLUSH FIRINGS, HUBBELL, THOMAS & BETTS, OR EQUAL INSTALL SWITCHES AT 48" A.F.F. AND RECEPTACLES AT 18" A.F.F. UNLESS NOTED OTHERWISE. MECHANICAL EQUIPMENT THE PLANS ARE BASED UPON SERVICE REQUIREMENTS OF THE MECHANICAL EQUIPMENT SPECIFIED. THIS CONTRACTOR SHALL BE REIMBURSED BY THE MECHANICAL CONTRACTOR, NOT BY THE OWNER, FOR ANY COSTS INCURRED DUE TO MECHANICAL CONTRACTOR'S SUBSTITUTION OF EQUIPMENT HAVING DIFFERENT ELECTRICAL CHARACTERISTICS. COORDINATION: IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW THE DRAWINGS PERTAINING TO THE ARCHITECTURAL, MECHANICAL, AND PLUMBING DISCIPLINES. NOTES: 1. ALL FLUORESCENT FIXTURES THAT USE DOUBLE -ENDED LAMPS AND CONTAIN BALLASTS THAT CAN BE SERVICED IN PLACE SHALL HAVE DISCONNECTING MEANS AS REQUIRED BY 2008 NEC SECTION 410.130 (G) EXISTING PANEL 'LA' 10,000 AMPS RMS SYM I.C. INTEGRATED EQUIPMENT RATING 208Y /12OVOLTS, 3 PHASE, 4 WIRE 200 AMPS MAIN CIRCUIT BREAKER LIGHT FIXTURE SCHEDULE LOAD ., . . -, TRIP • 1- TRIP A GHTO ER 70 '2MRX- 70/37• X -W 37 WA MAX LABEL LOW VOLTAGE CEILING MOUNTED ELBOW W/ 1 LAMP, MAGNETIC BALLAST, & WHITE FINISH 120 1)Q370? R16/ CG25 LC1 DOWN LTS & PENDANTS B1 (4) LINE VOLTAGE TRACK HEADS W/ YOKE MOUNTING, ADJUSTABLE PORCELAIN SOCKET & WHITE FINISH / 4' SINGLE CIRCUIT TRACK & WHITE FINISH 120 PAR20/827 APERTENANCES 20/1 B2 LITEUNE (5)J- UNI- 1190- WH/TK6006 -WH (5) LINE VOLTAGE TRACK HEADS W/ YOKE MOUNTING, ADJUSTABLE PORCELAIN SOCKET & WHITE FINISH / 6' SINGLE CIRCUIT TRACK & WHITE FINISH 120 (5)FLE13/ PAR20/827 PROVIDE ALL REQUIRED MOUNTING APERTENANCES B3 LITELINE (8)J -UNI- 1190- WH/TK6008 -WH (8) LINE VOLTAGE TRACK HEADS W/ YOKE MOUNTING, ADJUSTABLE PORCELAIN SOCKET & WHITE FINISH / 8' SINGLE CIRCUIT TRACK & WHITE FINISH 120 (8)FLE13/ PAR20/827 PROVIDE ALL REQUIRED MOUNTING APERTENANCES B4 LITELINE (12)J- UNI- 1190- WH /(2)TK6008 -WH (12) LINE VOLTAGE TRACK HEADS W/ YOKE MOUNTING, ADJUSTABLE PORCELAIN SOCKET & WHITE FINISH / (2) 8' SINGLE CIRCUIT TRACKS & WHITE FINISH 120 (12)FLE13/ PAR20/827 PROVIDE ALL REQUIRED MOUNTING APERTENANCES B5 LITELINE (14)J- UNI - 1190- WH /(2)TK6008 -WH (14) LINE VOLTAGE TRACK HEADS W/ YOKE MOUNTING, ADJUSTABLE PORCELAIN SOCKET & WHITE FINISH / (2) 8' SINGLE CIRCUIT TRACKS & WHITE FINISH 120 (14)FLE13/ PAR20/827 PROVIDE ALL REQUIRED MOUNTING APERTENANCES C TMS UGHTING GASI8AL- F05- DMICF32- CFDCB120 -F05 FLUORESCENT HIGH BAY W/ 1 LAMP, ELECTRONIC BALLAST, WHITE REFLECTOR & WHITE DROP CORD MOUNTING, 120/277 (1)F32TBX/ 835 /A/ECO COORDINATE FINAL MOUNTING HEIGHT W/ ARCHITECT PRIOR TO ROUGH -IN D UGHTOUER SW4S232HPF -120S0 4' FLUORESCENT STRIP W/ 2 LAMPS, ELECTRONIC BALLAST, SYMEMETRICAL REFLECTOR, WIRE GUARD & WHITE FINISH 120 (2)F32T8/ 835/ECO 20/1 E CONCEALITE F5- 12 -90 -WH RECESSED LOW VOLTAGE EMERGENCY EGRESS LIGHT W/ MOTORIZED DOOR, 2 LAMPS, & WHITE FINISH 120/277 INCLUDED FIXTURE IS UNSWITCHED X1 UGHTOUER EX- 1R- 3- RC- C -N -WH LID SINGLE FACE EXIT SIGN W/ RED LETTERS, CLEAR PANEL, RECESSED CEILING MOUNTED, EMERGENCY BATTERY PACK & WHITE FINISH 120/277 INCLUDED FIXTURE IS UNSWITCHED 07• NOTES: 1. ALL FLUORESCENT FIXTURES THAT USE DOUBLE -ENDED LAMPS AND CONTAIN BALLASTS THAT CAN BE SERVICED IN PLACE SHALL HAVE DISCONNECTING MEANS AS REQUIRED BY 2008 NEC SECTION 410.130 (G) GROUND LEVEL ARJO ENGINEERS, INC. Consulting Engineers 4140 LEMMON AVE. SUITE 275, LB 110 DALLAS, TEXAS 75219 -3763 PH. (214) 520 -7799 FAX. (214) 520 -7897 Ri ELECTRICAL RISER DIAGRAM scale = none KEYED NOTES BY SYMBOL "® ": 1. EXISTING ELECTRIC SERVICE METER TO REMAIN. 2. EXISTING FEEDER AND CONDUIT TO REMAIN. 3. EXISTING 120/208 VOLT, 3 POLE, 200 AMP DISCONNECT TO REMAIN. 4. EXISTING ELECTRIC SERVICE GROUND TO REMAIN. 5. EXISTING 120/208 VOLT, 3 PHASE, 4 WIRE PANELBOARD WITH 200 AMP MAI . IRCU 1 BR • a TO E 6. LIGHTING CIRCUITS ROUTED THROUGH CURRENT UMITING PANEL CL1. 7. PROVIDE CURRENT LIMITING PANEL, TRACKEEPER TK16 -S, WITH ONE © 2 AMP BREAKER. FOR LIGHTING CIRCUIT LA -1, ONE 3 AMP BREAKER FOR LIGHTING CIRCUIT LA -5, ONE 4 AMP BREAKER FOR UGHTING CIRCUIT LA -7 AND ONE 5 AMP BREAKER FOR UGHTING CIRCUIT LA -3. I 31 0 G •'AC S C1. 9. LIGHTING CONTACTOR LC1. REFERENCE WIRING DIAGRAM THIS SHEET FOR ADDITIONAL WORK REQUIRED. 10. TIME CLOCK TC -1. TORK MODEL DZS400BP OR ACCEPTABLE ALTERNATE. 11. LIGHT BOX CIRCUIT ROUTED THROUGH TIME CLOCK TC -1, CHANNEL 2. H LA -14 15+00 TC1 010 11 A z W Q 0_ W a rn .-i M "? n W W U3 L 6 POLE, ELECTRICALLY OPERATED UGHTING CONTACTOR IN NEMA 1 ENCLOSURE LIGHTING CONTACTOR 'LC1' scale = none pE� � FgURp�� ciTVOFTU�n� SEP 2 d 2011 PERMIT CENTER DATE: 08.03.11 JOB NO: 1111 (5147) DRAWN: CM CHECKED: cm 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 U • — 0 E 0 U 633 SOUTHCENTER 09.26.201 1 REVISIONS Q05.27.11 REVISIONS AFTER LANDLORD COMMENTS p09.26.11 CITY COMMENTS ELECTRICAL SCHEDULES, DETAILS & SPECIFICATIONS SHEET NUMBER E2 EXISTING PANEL 'LA' 10,000 AMPS RMS SYM I.C. INTEGRATED EQUIPMENT RATING 208Y /12OVOLTS, 3 PHASE, 4 WIRE 200 AMPS MAIN CIRCUIT BREAKER LOAD ZONE SERVES TRIP PHASE "A° PHASE "B" PHASE "C" TRIP SERVES ZONE LOAD L LC1 DOWN LTS & PENDANTS 20/1 01• I 210 720 20/1 RECEPTACLES R • • o2 L LC1 TRACK UGHTING 20/1 510 1 360 20/1 RECEPTACLES R 03 • • • •4 L LC1 TRACK LIGHTING 20/1 270 1 720 •o6 20/1 POS RECEPTACLES R 05• • L LC1 DOWN UGHTS 20/1 07• I 400 1 1000 20/1 UC REFRIGERATOR X • • o8 A A A RTU -1 45/3 2880 1 500 20/1 LIGHT BOX TC2 L o9 • • • io 1.12 2880 1 20/1 SPARE 11' • 13 • 2880 500 20/1 UGHTING CONTROLS X • • 14 M M M EF -1 20/3 552 1 3000 40/2 EWH -1 X X 15 • • • 16 • 552 1 3000 • 18 17• 19°1 552 1 360 20/1 TELEPHONE RECEPT R • • 20 •22 SPACE • 1 • SPACE 21• —_ X -- ,--- __ - -___ FRONT SIGN 20 1 •24 SPACE 25 • • -- 1500 lb= SPACE • • 26 - SPACE • 28 SPACE • • 30 SPACE 29 SPACE 31 1 1 32 34 SPACE SPACE 33 35 1 SPACE SPACE 1 36 SPACE SPACE 37 1 38 40 SPACE SPACE 39 1 SPACE SPACE 41 1 42 SPACE LOAD DESCRIPTION 8122 1 7802 7422 L = LIGHTING R = RECEPT. X = MISC. TOTAL CONN. LOAD 23.3 KVA M = MOTOR LM = LARGEST MOTOR TOTAL DEMAND LOAD 23.8 KVA A = A/C H = HEAT RA = RANGE K = KITCHEN D = DRYER GROUND LEVEL ARJO ENGINEERS, INC. Consulting Engineers 4140 LEMMON AVE. SUITE 275, LB 110 DALLAS, TEXAS 75219 -3763 PH. (214) 520 -7799 FAX. (214) 520 -7897 Ri ELECTRICAL RISER DIAGRAM scale = none KEYED NOTES BY SYMBOL "® ": 1. EXISTING ELECTRIC SERVICE METER TO REMAIN. 2. EXISTING FEEDER AND CONDUIT TO REMAIN. 3. EXISTING 120/208 VOLT, 3 POLE, 200 AMP DISCONNECT TO REMAIN. 4. EXISTING ELECTRIC SERVICE GROUND TO REMAIN. 5. EXISTING 120/208 VOLT, 3 PHASE, 4 WIRE PANELBOARD WITH 200 AMP MAI . IRCU 1 BR • a TO E 6. LIGHTING CIRCUITS ROUTED THROUGH CURRENT UMITING PANEL CL1. 7. PROVIDE CURRENT LIMITING PANEL, TRACKEEPER TK16 -S, WITH ONE © 2 AMP BREAKER. FOR LIGHTING CIRCUIT LA -1, ONE 3 AMP BREAKER FOR LIGHTING CIRCUIT LA -5, ONE 4 AMP BREAKER FOR UGHTING CIRCUIT LA -7 AND ONE 5 AMP BREAKER FOR UGHTING CIRCUIT LA -3. I 31 0 G •'AC S C1. 9. LIGHTING CONTACTOR LC1. REFERENCE WIRING DIAGRAM THIS SHEET FOR ADDITIONAL WORK REQUIRED. 10. TIME CLOCK TC -1. TORK MODEL DZS400BP OR ACCEPTABLE ALTERNATE. 11. LIGHT BOX CIRCUIT ROUTED THROUGH TIME CLOCK TC -1, CHANNEL 2. H LA -14 15+00 TC1 010 11 A z W Q 0_ W a rn .-i M "? n W W U3 L 6 POLE, ELECTRICALLY OPERATED UGHTING CONTACTOR IN NEMA 1 ENCLOSURE LIGHTING CONTACTOR 'LC1' scale = none pE� � FgURp�� ciTVOFTU�n� SEP 2 d 2011 PERMIT CENTER DATE: 08.03.11 JOB NO: 1111 (5147) DRAWN: CM CHECKED: cm 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 U • — 0 E 0 U 633 SOUTHCENTER 09.26.201 1 REVISIONS Q05.27.11 REVISIONS AFTER LANDLORD COMMENTS p09.26.11 CITY COMMENTS ELECTRICAL SCHEDULES, DETAILS & SPECIFICATIONS SHEET NUMBER E2 3" FD UNDER,...S.fNK CUSTOM SINK AND FAUCET PROVIDED BY TENANT, INSTALLED BY THIS CONTRACTOR. PROVIDE TEMPERING VALVE UNDER SINK. INSULATE PIPING PER CODE: 1" THICK MIN. f \ CFLOOR PLAN „PLUMBING E1.1 SCALE 1/4" = 1 -0 1415 PIPING SYSTEMS 1415.1 INSULATION: PIPING SHALL BE THERMALLY INSULATED IN ACCORDANCE WITH TABLE 14 -6. EXCEPTION: PIPING INSTALLED WITHIN UNITARY HVAC EQUIPMENT. COLD WATER PIPES OUTSIDE THE CONDITIONED SPACE SHALL BE INSULATED IN ACCORDANCE WITH THE WASHINGTON STATE PLUMBING CODE (WAC 51 -56). " CONNECT TO EXISTING 3" SS S 2" UP TO SINK 3" FIELD VERIFY LOCATION AND ELEVATION OF EXISTING SANITARY SEWER. CONNECT NEW SS TO EXISTING SS. FIELD VERIFY BEST PATH. 2 UNDERFLOOR PLAN — PLUMBING SCALE 1/4" = 1' -O" b 3o ARJO ENGINEERS, INC. Consulting Engineers 4140 LEMMON AVE. SUITE 275, LB 110 DALLAS, TEXAS 75219 -3763 PH. (214) 520 -7799 FAX. (214) 520 -7897 DATE: 08.03.11 JOB NO: 1111 (5147) DRAWN: CM CHECKED: cm 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 0 L LL .42" S:t:....• Sett •F4 WA 98188 w w w V) REVISIONS A 05.27.11 REVISIONS AFTER LANDLORD COMMENTS rITY OF T(JKWTLA SFP 0 7 2011 PERMIT CENTER FLOOR AND UNDERFLOOR PLAN - PLUMBING SHEET NUMBER P1.0 WATER SHUT OFF VALVE. PROVIDE A WATER SHUT -OFF BALL VALVE, INSTALLED IN A WALL BOX, AT EYE LEVEL AND LABELED AS SUCH SO THAT ALL WALTER TO THE SPACE MAYBE SHUT OFF WITHIN THE SPACE. CHECK VALVE (TYP.) —_� 3" DEEP S.M. DRAIN PAN W/ 3/4" DRAIN TO F.D. .TIR,UCTURM4 FLOOR ' - EXPANSION TANK 3/4" C.W. & 3/4" H.W. ISOLATION VALVES (TYP.) UNIONS (TYPICAL) & P RELIEF VALVE W/ FULL SIZE DRAIN ail ABOVE CEILING 3" F.D. -A I -4 12" V. (TYP) 1 TO TRAP PRIMER 3" S.S. 3" S.S. S I '1 4 S 2" S.S. CUSTOM SINK TEMPERING VALVE (TYP) 2" S.S. PLUMBING RISERS % SCALE: NONE 2" V. (TYP) 3/4" H.W. (TYP) 3/4" C.W. (TYP) MASONRY ANCHOR STRAPS (AS REQ'D.) ANCHOR HOLES JAY R. SMITH FIG 4760; OR APPROVED EQUAL r1 1/4 r KEY O� LOCK FINISHED WALL FACE -OF -WALL TYPE PLUMBING COMMENTS: 3/4 ANCHOR HOLES JAY R. SMITH FIG 4765; OR APPROVED EQUAL 3/4 '4.%%-- FINISHED WALL ~-PLASTER GROUND FLUSH -WITH -WALL TYPE NOTES: 1. MINIMUM SIZE FOR WASTE PIPE CLEANOUT ACCESS DOOR = 12 X 16 ( "A" X "B "). 2. MINIMUM SIZE FOR DOMESTIC WATER VALVE ACCESS DOOR = 10 X 10 ( "A" X "B "). 3. ACCESS DOOR TO BE OF PRIME COATED STEEL, UNLESS OTHER WISE NOTED. ACCESS DOOR DETAILS NOT TO SCALE BARREL FABRICATED DF HARDDRAWN TYPE 'K' COPPER PISTON TO PROVIDE A PERMANENT MECHANICAL BARRIER BETWEEN FLUID AND PRE -LOAD AIR CHARGE BRASS FREE TURNING PISTON 1� - JOINTS TO BE MADE WITH 95 -5 LEAD FREE SOLDER. BRASS THREADED ADAPTOR SIZE SYMBOL FIXTURE IGS IT SIZE SIZE 1/2' A 1 - 11 5' 1/2' 3/4' B 12 - 32 5' 3/4' 1' C 33 - 60 7' 1' 1 -1/4' D 61 - 113 7' 1 -1/4' 1-1/2' E 114 - 154 9' 1 -1/2' 2' F 155 - 330 9' 2' NOTE' SHOCK ARRESTORS TO BE ON ALL END DF RUN QUICK CLOSING VALVES. WATER SHOCK ARRESTOR DETAIL NOT TO SCALE CLEAN ACCESS DOOR---- W/KEY LOCK ARJO ENGINEERS, INC. MAY EXTEND AS A WASTE OR VENT WALL Consulting Engineers 4140 LEMMON AVE. SUITE 275, LB 110 DALLAS, TEXAS 75219 -3763 PH. (214) 520 -7799 FAX. (214) 520 -7897 PLUGGED TEE W /CLEANDUT FLOOR LINE NOTE BALANCE OF PIPING SAME AS CLEANOUT TO GRADE. WALL CLEANOUT DETAIL NOT TO SCALE WATER HEATER SCHEDULE DESIG. SERVICE KW POWER SUPPLY STORAGE RECOVERY RATE 0 40' RISE MANUFACTURER - MODEL # £WH HOT WATER 6 208 / 1 10 GAL. 61 GPH A.O. SMITH DEL -10 -A J.R. SMITH MODEL NO. 2005A- PB -P0050 CAST BODY WITH FLASHING COLLAR AND ADJUSTABLE BRASS STRAINER. %;, '-'-' F.D. NOTE: OUTLET WATER TEMPERATURE SHALL BE LIMITED TO 120' F. SUPPORT FROM STRUCTURE ABOVE. EWH SHALL HAVE A 3" DEEP DRIP PAN 1. ANY CHANGES AND /OR UPGRADES TO TENANT'S EXISTING PLUMBING SYSTEMS SHALL COMPLY WITH ALL CODES AND MALL CRITERIA. EXISTING SYSTEMS SHALL POSSESS THE CAPACITY TO HANDLE ANY AND ALL CHANGES IN LOAD. 2. ALL WATER LINES SHALL BE COPPER - PVC IS NOT PERMITTED. THERE SHALL BE NO PIPING JOINTS OR FITTINGS INSTALLED IN WATER PIPING BELOW THE FLOOR SLAB. 3. ALL DRAIN, WASTE AND VENT FITTINGS ABOVE GRADE MUST BE CAST IRON PIPE. 4. PLUMBING IS NOT PERMITTED IN ANY DEMISING PARTITIONS. FURR OUT THE WALL AS NECESSARY. 5. EXHAUST AND PLUMBING VENTS SHALL BE LOCATED A MINIMUM OF 10' -0" AWAY FROM ANY OUTSIDE AIR INTAKE, AND 5' -0" FROM ANY DEMISING WALL VERTICAL PLANE. 6. ALL FLOOR DRAINS ARE REQUIRED TO HAVE TRAP PRIMERS. 7. COORDINATE ALL CONCRETE TRENCHING /CORING TO ENSURE THAT ANY UNDER SLAB UTILITIES, ETC., ARE NOT DAMAGED DURING FLOOR CUT. ANY DAMAGE TO BE REPAIRED AT TENANT EXPENSE. PRIOR APPROVAL AND COORDINATION WITH PROPERTY MANAGEMENT IS REQUIRED FOR ALL CONCRETE CUTTING. 8. ANY UNUSED PLUMBING EQUIPMENT, PIPING, ETC., WITHIN OR SERVING THE PREMISES MUST BE COMPLETELY REMOVED TO POINT OF ORIGIN. DO NOT ABANDON IN PLACE. 9. ALL FLOOR PENETRATIONS MUST BE CORE BORED, SLEEVED, GROUTED, SEALED AND MADE WATERPROOF. SLEEVES MUST EXTEND A MINIMUM OF 4" A.F.F. 10. IF NOT ALREADY EXISTING, INSTALL A SHUTOFF VALVE ON DOMESTIC WATER LINE INSIDE SPACE. 11. TENANT IS REQUIRED TO INSTALL A WATERPROOF MEMBRANE IN ALL WET AREAS OF THE SPACE. TENANT SHALL USE A 30 MIL POLYETHYLENE CLEAVAGE MEMBRANE (EQUAL TO NOBLESEAL TS) INSTALLED PER MANUFACTURER'S RECOMMENDATIONS AND ANSI A108. MEMBRANE MUST BE EXTENDED UP THE WALL A MINIMUM OF 4" OR EQUAL TO THE HEIGHT OF THE FLOOR BASE. PLUMBING LEGEND COLD WATER (TYPE 'L' COPPER, 95/5 SOLDER) — • — HOT WATER (TYPE 'L' COPPER, 95/5 SOLDER) — • • -- — • • • — HOT WATER RECIRCULATE (TYPE 'L' COPPER, 95/5 SOLDER) VENT LINE (CAST IRON) —SS WASTE LINE (CAST IRON) 11 CLEAN OUT (CO) & NOZZLE -A J.R. SMITH MODEL NO. 2005A- PB -P0050 CAST BODY WITH FLASHING COLLAR AND ADJUSTABLE BRASS STRAINER. %;, '-'-' F.D. NOTE: VERIFY FIXTURE SPECIFICATIONS W/ OWNER SPRINKLER COMMENTS: 1. SIMON PROPERTY GROUP REQUIRES ALL TENANTS TO USE SIMPLEX GRINNELL FOR ALL SPRINKLER WORK. 2. AT TIME OF BIDDING, TENANT OR T.G.C. SHOULD CONTACT SIMPLEX GRINNELL'S NATIONAL ACCOUNTS REPRESENTATIVE TO OBTAIN DIRECTION FOR PRICING AND SCHEDULING. 800 - 299 -4668 OPTION #4. 3. TENANT OR T.G.C. IS REQUIRED TO CONTRACT WITH AND PAY FOR ALL TENANT SPRINKLER WORK DIRECTLY WITH SIMPLEX GRINNELL. 4. ALL SPRINKLER WORK (SHOP DRAWINGS) TO BE APPROVED BY LANDLORD'S INSURER. SUBMIT PLANS TO: GLOBAL RISK CONSULTANTS. 5. SPRINKLER SYSTEM MUST BE FULLY CHARGED AND OPERATIONAL WHENEVER CONTRACTOR IS NOT ON SITE. Sot N4,410._ iictiii014144/0 RECEIVC - CITY OF TUKNLA SFP 0 7 2011 PERMIT CENTER DATE: 08.03.11 JOB NO: 1111 (5147) DRAWN: CM CHECKED: CM 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 0 N w U Q 0 633 SOUTHCENTER \Rtarte_zheafile: ANx 3D REVISIONS 00 00 M 00 w 1-. W Q 05.27.11 REVISIONS AFTER LANDLORD COMMENTS PLUMBING DETAILS AND SPECIFICATIONS SHEET NUMBER P2.0