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HomeMy WebLinkAboutPermit D04-131 - SOUTHCENTER MALL - BOBACHINE BUBBLE TEA - KIOSKBOBACHINE BUBBLE TEA 896 SOUTHCENTER x MA LL W= N LL w O' gQ N om. s ZH H-O ZF- w C) N`. C3 E. w W, U. O: z w U N. 9_ O !- D04 -131 Z City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 DEVELOPMENT PERMIT Parcel No.: 2623049004 Address: 896 SOUTHCENTER MALL TUKW Suite No: Permit Number: D04 -131 Issue Date: 05/03/2004 Permit Expires On: 10/30/2004 Tenant: Name: BOBACHINE BUBBLE TEA Address: 896 SOUTHCENTER MALL, TUKWILA WA Owner: Name: 3G SOUTHCENTER LTD Address: 25425 CENTER RIDGE RD, CLEVELAND OH Contact Person: Name: SHEILA LOCKE Address: 8551 S 117 ST, SEATTLE WA Contractor: Name: ADATTO CONSTRUCTION INC Address: 1314 DENNY WAY 103, SEATTLE, WA Contractor License No: ADATTCI108DR Phone: Phone: 206 351 -8622 Phone: 206 - 652 -5300 Expiration Date:03 /08/2006 DESCRIPTION OF WORK: INSTALLING TEA BEVERAGE KIOSK (BUILT OFF -SITE) INTO FOOD COURT. APPROX. 140 SQ. FT. Value of Construction: $ $55,000.00 Fees Collected: $1,124.44 Type of Fire Protection: AFA /SPRINKLERS Uniform Building Code Edition: 1997 Type of Construction: Occupancy per UBC: 0023 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: N Sewer Main Extension: N Private: Storm Drainage: N Street Use: N Profit: N Water Main Extension: N Private: N Water Meter: Public: Non - Profit: N Public: doc: Devperm D04 -131 Printed: 05 -03 -2004 }!�,�Lii� °.}', p, � :;1. 7 >iaWt.:� »`� �.A».i['hdw.J:; iii:° 1:d.F..t�.c.aar.,3.�,.:1'a`a�J .kaL.L'.�iliwu7y�Y:.S;iwFi:hM "`:�.Y��^.r ,:!iGt.�F+'�•.il'eJ1.t. City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Permit Center Authorized Signature: Date: dr.' 3 O' V 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 c ion or the • -rfo mance of work. I am authorized to sign and obtain this development permit. Signature: Print Name: Date: _ -U This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: Devperm D04 -131 ..:.:s:.Sr+ =:r r�.reP�J:�wk:'., '. .,yak;:. •',nf.�i::.ii�:. Printed: 05 -03 -2004 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS Parcel No.: 2623049004 Permit Number: D04-131 Address: 896 SOUTHCENTER MALL TUKW Status: ISSUED Suite No: Applied Date: 04/19/2004 Tenant: BOBACHINE BUBBLE TEA Issue Date: 05/03/2004 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 3: Plumbing permits shall be obtained through the Seattle -King County Department of Public Health. Plumbing will be inspected by that agency, including all gas piping (296- 4722). 4: Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (206- 835 - 1111). 5: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any construction. These documents are to be maintained and available until final inspection approval is granted. 6: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition). 7: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations 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 ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the pr ovisions of this code shall be valid. 8: There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building Inspector. 9: ** *FIRE DEPARTMENT CONDITIONS * ** 10: The attached set of plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 11: ** *FIRE EXTINGUISHERS * ** - UFC Article 10 and NFPA 10. 12: The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) 13: Portable fire extinguishers shall be securely installed on the hanger or in the bracket supplied, placed in cabinets or wall recesses. The hanger or bracket shall be securely and properly anchored to the mounting surface in accordance with the manufacturer's instructions. The extinguisher shall be installed so that the top of the extinguisher is not more than 5 feet above the floor and the clearance between the bottom of the extinguisher and the floor shall not be Tess than 4 inches. 14: Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher ", with an arrow pointing to the unit. (NFPA 10, 106.3) (UFC Standard doc: Conditions D04 -131 Printed: 05 -03 -2004 C' Ky4 i, .., mgiu'. t ' ki City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 10 -1) 15: Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) 16: * ** EXITS * ** - UFC Article 12 17: No point in a sprinklered building may be more than 250 feet from an exit, measured along the path of travel. (UBC 1004.2.5.2.2) 18: 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. (UFC 1207.3) 19: Gates and barriers installed across an exit shall be of sufficient size as to be capable of opening so that the clear width of the opening is not less than the exit width required by the Building Code. (UFC 1208.3) 20: Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 1207 -1212) 21: * ** SPRINKLER SYSTEMS * ** - UFC ARTICLE 10 - NFPA 13 22: Maintian sprinkler coverage per N.F.P.A. 13. Addition /relocation of walls, closets or partitions may require relocating and /or adding sprinkler heads. 23: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recorgnized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1901) 24: All sprinkler system plans, calculations and the contractors Materials and Test Certificates submitted to the Tukwila Fire Prevention Bureau must be stamped with the appropriate level of competency seal. (WAC 212 -80) 25: ** *FIRE ALARM SYSTEMS * ** - City Ordinance #1646 - NFPA 72 26: Maintain fire alarm system audible /visual notification. Addition /relocation of walls or partitions may require relocation and /or addition of audible /visual notification devices. 27: 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 #1900) (UFC 1001.3) 28: Call the Tukwila Fire Department at 575 -4407 for approval of any system shut down. Have job site address, name and Tukwila Fire Department Job Number available to confirm shut down approval. (City Ordinance #1900) 29: Contact the Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1900 and #1901) 30: ** *ELECTRICAL * ** UFC Article 85 - NPFA 70 - NEC 31: All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 32: * ** BUILDING CONSTRUCTION * ** - (UFC, UBC) doc: Conditions D04 -131 Printed: 05 -03 -2004 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 33: When walls and ceilings are required to be of fire resistive or noncombustible construction, interior finish materials shall meet the requirements of Uniform Building Code 803. 34: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 8 -B of the Uniform Building Code. (UBC 804.1) 35: Accumulation of combustible waste material is prohibited during the demolition phase of this project. Remove and properly dispose of all waste material prior to the close of the working day and as often throughout the day as needed. 36: These plans were reviewed by Inspector 510. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating constructio or the perfor•1 ce of work. Signature: Print Name: �1-i-e? C LOC cS Date: CI' -0V doc: Conditions arn. M.. •w+ - D04 -131 Printed: 05 -03 -2004 z -Z cc - QQ� JU U O • CI wI � w w ° co u. a z= O zI- • w 0 0— o I- ww u. O wz U =. O~ z CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Building Permit No. IX ' 1 Mechanical 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 ** King Co Assessor's Tax No.: o� -730 y ?O70e, Site Address: tP - SeL`r rafee /' q' Ze— Suite Number: Tenant Name: Property Owners Name: j6(BAC AJC L L Mailing Address: Floor: New Tenant: R.... Yes El ..No Fog ©)( (EG O ( S &-` 'CONTACT PERSON• City State WelY Zip Name: Sel- l_,Q Lc�C -1Q c 1/7`1"`7 S7- Mailing Address: Day Telephone: '7---4)C0 �S S F\irt7t %ZZ re/ 7e City State Zip Address: t- LA E L(3�tcc rcV0A--CA , ,J Fax Number: p GENERAL CONTRACTOR INFORMATION Company Name: Mailing Address: `-"Dr S 'PLA y/14,1 -tc s-z'ia- P4.-bGJ v c7Ya, S' /6 0 0 V, GJCZ -C,& 57? e Wrti- W/d Y Zip Contact Person: . 979L tl ) ■r'7\/ E -Mail Address: City State Day Telephone ' 6 . /C Fax Number: O , -,/ .& ? . S pa Contractor Registration Number: Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record Company Name: Mailing Address: Contact Person: E -Mail Address: City Day Telephone: Fax Number: State Zip ENGINEER OF RECORD - All plans 'must be wet stamped by Engineer of Record Company Name: Mailing Address: Contact Person: E -Mail Address: \applications \permit application (3.2003) 3/2003 Page 1 1I; City Day Telephone: Fax Number: State Zip ae �n1 +y�vafY;o N{tg'!,SCi:Y'T,Y.'Sfb!G%Yk."• n BUILDING PERMIT INFORMATION - 206- 431 -3670 ,,......N. --oil Valuation of Project (contractor's bid pr.:10: $ S-5, 00° Existing Building Valuation: $ Scope of Work (please provide detailed information): '"rl ("F-,E\) eizA-e"1 -€ 1"1-- 1 b 13 U 1 Cr L3 Fj s 7 TO R, E- 1 VIA -t-c_c �' D u `ter c ,vrc`'Z /L( -L(__ S f`-cr., 1:, eo a r7 ` mil( _ ~' e�D C�2c` -S ter- Will there be new rack storage? 0 .. Yes .. No If "yes ", see Handout No. for requirements. Provide All Building Areas in Square Footage Belo PLANNING DIVISION: Single- family building footprint (area of the foundation of all structures, plus necks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of princ' dl dwelling: Floor area for accessory dwelling: *Provide documentation that shows that the princi -T 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? [J ....Yes, ..No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: 1:].. Sprinklers []..Automatic Fire Alarm ❑..None [J . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes .. No If "yes", attach list of materials and storage locations on aerate 8 -1/2 x 11 paper indicating quantities and Material Safety Data Sheets. \applications■permit application (3 -2003) 3/2003 Page 2 Existing Interior Remodel Addition to ' Existing Structure ,1' ew Type of Construction per UBC • Type of Occupancy per UBC 15t Floor . x/41'4' 2 "° Floor / 3r° Floor i Floors thru. / Basement Accessory Structure* Attached Garage Detached Garage / Attached Carport,. . el Detached Carport K Covered Deck Uncovered Deck PLANNING DIVISION: Single- family building footprint (area of the foundation of all structures, plus necks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of princ' dl dwelling: Floor area for accessory dwelling: *Provide documentation that shows that the princi -T 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? [J ....Yes, ..No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: 1:].. Sprinklers []..Automatic Fire Alarm ❑..None [J . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes .. No If "yes", attach list of materials and storage locations on aerate 8 -1/2 x 11 paper indicating quantities and Material Safety Data Sheets. \applications■permit application (3 -2003) 3/2003 Page 2 1 MECHANICAL PERMIT INFOY. vIATION — 206 -431 -3670 . MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: Contact Person: E -Mail Address: City State Zip Day Telephone: Fax Numbe Contractor Registration Number: Expirat : Date: * *An original or notarized copy of current Washington State Contractor License mt ae presented at the time of permit issuance ** Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): Use: Residential: New .... ❑ Replacemet r' ... ❑ Commercial: New .... ❑ Replacenrent .... ❑ Fuel Type: Electric ❑ Gas....❑ J'Other: indicate type of mechanical work being install and the quantity below: Unit Type: Qty Unit Type: Qty Unit Type: Qty . Boiler /Compressor: Qty Furnace <100K BTU Air Hangdling Unit >= 10ff00 CFM Other Mechanical Equipment 0 -3 HP /100,000 BTU Furnace >100K BTU Ev orator Cooler 3 -15 HP /500,000 BTU Floor Furnace )Intilation Fan 15 -30 I-IP /1,000,000 BTU Suspended /Wall/Floor Mounted Heater ,�r�' °Ventilation System 30 -50 HP /1,750,000 BTU Appliance Vent Hood 50+ HP/1,750,000 BTU Heat/Refrig /Cooling System Incinerator - Domestic Air Handling Unit <= 10,000 CFM Incinerator — Comm/Ind 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. The Building Official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. 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 AUTI-IORIZED TO APPLY FOR THIS PERMIT. BUILDING O OR AUTHO A ENT: Signature: Date: Lek / `` _ °Y. . Print Name: C ��—K-' Day Telephone: `Z Cp ( . s� C' -"if 777 a= 44-- d' Mailing Address: S'( -- Sc.3 . // 71 City Slate Zip Date Application Accepted: *— /9--11 Date Application Expires: l6 / -a Staff Initials: \applications\ permit application (3 -2003) 3/2003 Page 4 f City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 z RECEIPT W Parcel No.: 2623049004 Permit Number: D04-131 6 m Address: 896 SOUTHCENTER MALL TUKW Status: APPROVED 0 0 Suite No: Applied Date: 04/19/2004 w w Applicant: BOBACHINE BUBBLE TEA Issue Date: -J H. CD u_ w 0 Receipt No.: R04 -00516 Payment Amount: 683.25 ti co m Initials: SKS Payment Date: 05/03/2004 08:37 AM H w User ID: 1165 Balance: $0.00 z i i— O zi-- liJ • w O N• O i- wW =- U Type Method Description Amount 0 LI Payment Check 1028 683.25 ijj N U = 0 i- Payee: BOBACHINE LLC TRANSACTION LIST: ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES 000/322.100 STATE BUILDING SURCHARGE 000/386.904 678.75 4.50 doc: Receipt Total: 683.25 35/04 90 TOTAL 683.25 Printed: 05 -03 -2004 :<ka+',io-ia,Yc.i�..4ao-:. wuc,w:v� Ir. �; is�: ciri. 3aa1' na:.. ti. 3r.,.`,+:. m'.:.; w�iwdutF.,.s.:r;t.�:i;�4is•:.. i•.: i. l<;;: a; d. '.i.ati..l.`.i:o-'�r�ai.[i.:�;.ii '' lsLai.L.,.a:.':cy'i�ifl: +�..n z City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 2 RECEIPT re Parcel No.: 2623049004 Permit Number: D04-131 J c, Address: 826 SOUTHCENTER MALL TUKW Status: PENDING v 0 Suite No: Applied Date: 04/19/2004 u, w Applicant: BOBACHINE BUBBLE TEA Issue Date: -J H U) u_ w0 t No.: R04 -00448 Payment Amount: 441.19 g 5 Receipt Y wQ 52 D Initials: SKS Payment Date: 04/19/2004 10:21 AM H W User ID: 1165 Balance: $683.25 ; 2 H ' 1- O 2 1- w w U � ON 0 I- Ill W Type Method Description Amount ~ H. L- 0 Payment Check 1022 441.19 W 2 U= 0 1•- Payee: BOBACHINE LLC TRANSACTION LIST: ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000/345.830 441.19 Total: 441.19 A is oil 9716 TOTAL 441.19 , doc: Receipt Printed: 04 -19 -2004 2 INSP:CTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PER (20. 431 -3670 Pratext: / • �� Type of Inspect' n: oate Ate,/ (Q �4IP �l It Called: 1 Special Instructions: r 1� L, j ; t(t-i E 1 ri< . 1 1- Date Wanted: r p(iii . . Requester: H /14 t 04 Phone 1JJ - ql og— 15140 ) `t' proveproved p LL d per applica e c es. COMMENTS: Corrections required prior to approval. to Date: r? -- 3 7.00 REINSPECTION FEE EQUIRED. Prir to inspection, fee must be d at 6300 Southcenter BIv d ., Suite 100. all to schedule reinspection. ipt No.: Date: INSPECTION RECORD Retain a copy with permit IN ECTION NO. PERMI CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (216)431 -3670 1)014.--)31 Project: �oba �h i n,✓ Type of Inspection: -rra» no Address: gem 5oc4- r. Mall Date Called: 7-15-0 11- Special Instructions: Date Wanted: p.m.' 7-I 6-0* m. Requester: 111 cr ` AdAd +D Phone No: 206 - 963 -154i Approved per applicable codes. Corrections required prior to approval. CO MENTS: Inspe o Date: • $47.00 REINSPECTION FEE REQUI • ED. Pr sr to inspection, fee must •e paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspec on. Receipt No.: Date: INSPECTION RECORD Retain a copy with permit _ PJLIII3/ INSPECTION NO. PER CITY OF TUKWILA BUILDING DIVISION, 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ( 06 431 -3670 Pr ' ct: rpe of Inspection:. C r rtI Lif,1,117 • Q i �-f e a_ f9a,f d A esa;� ot c t (( / l i � + Date Called: 1//oy Special Instructions: C( we celiz.v ✓/t0 i ' t`in . �l,V fC�vi./f" • Date Wanted: QC� 7/ /� a.m. 5 1pm Requester( 1 ! l hone r mil' �C — Approved per applicable codes. El Corrections required prior to approval. COMMENTS: i., Inspect Dat ' El $47.00 REINSPECTIOI FEE REQUIRED. Prior to inspection, fee must e paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION PERM 6300 Southcenter Blvd., #100, Tukwila, WA 98188 __ (206)431 -3670 P •Jett: I - a i ' (� / > Type\of In pectior� r -ar �r.l /67 a -_, �i.d ,d.. , , : arm A • a e.: — Sped-al InstPri tions: Date Wanted: / ,m. 1 1 DI4 p.m. Requeste \-4/ a Pho No U 7©1'9- q (p3-I S4in ElApproved per applicable codes. Corrections required prior to approval. COMMENTS /12- ` -c�/-1, / 52 c J 1' ,� L /( f ' 1 ,/� 47 ._ l k5het i �.i '?Y 4., /4,. -7• f 7; ? "2,--7 .. ,L , //, C1114, 1X,001 72-) S .6 "' A4'53 2_ '1) P4,/,_ 4 ,.. -i-/,e ,(i 2> Ili /.2 6,id // 41f5.,(ir '2,f2 e_ tci, `? -?-(. fie 7 ) 1 Inspector: Date: 7 El $47.00 REINSPECTION EE REQUIRED. Prior to inspection, fee musf be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: t- Ciiy of Tukwila Steven M. Mullet, Mayor Fire Department TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Proj ect Name [2(')"%3/g.`_1-7 /fV' -Address r(')96., // Thomas P. Keefe, Fire Chief Permit No. l.f — /:?/ _Retain_ current schedule . Needs shift inspection Suite # V Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: frecs Authorized Signature` FINALAPP.FRM Rev. 2/19/98 r ate T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206-575-4439 April 22, 2004 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Ms. Sheila Locke 8551 South 117'h Street Seattle, WA 98178 RE: Letter of Incomplete Application #1 Development Permit Application D04 -131 Bobachine Bubble Tea — 826 Southcenter Mall Dear Sheila: This letter is to inform you that your application received at the City of Tukwila Permit Center on April 19, 2004, is determined to be incomplete. Before your application can continue the plan review process the following items need to be addressed: Public Works Department: Joanna Spencer, at 206 431 -2440, if you have questions concerning the following: 1. Please submit a completed King County Metro Non - Residential Sewer Use Certificate (enclosed) due to the addition of new plumbing fixtures. 2. On Sheet A -1, mall map — please show location of Bobachine so it can be located in the space layout of the mall. Please address the above comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) complete sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 433 -7165. Sincerely, QisteGCr Stefania' pencer Permit Technician Enclosures File: Permit File No. D04 -131 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 BOBACHINE BUBBLE TEA Menu product description: "Bubble Tea" is Red, Green or Black tea infused (mixed) with unique flavors and milk. All drinks can be served hot or cold with or without texture. Flavored tea: Tea only — tea and flavor only. Shaken and served over ice or hot. Milk tea: Tea, flavor and milk. Shaken and served over ice or hot. Bobachino: Tea, flavor and milk. Blended to a smoothie like consistency. Bobachino Freeze: Blended to an icy delight Texture components: Tapioca "pearls" (black, green, white, clear, multi color), pineapple jelly, mango flavor pineapple jelly, chewbees (diced pineapple jelly), lychee jelly. Smoothies: Real fruit smoothies infused with (or without) tea, with or without texture Flavors: Asian and domestic powders, syrups, sweeteners and creamers Apple Almond Avocado Bannana Blueberry Bubble Gum Cantaloupe Cherry Chocolate Mint Coconut Cool Blue Raspberry Green Coconut Guava Honeydew Lychee Mango Macha Naicha Green Tea Latte Milk Tea Mocha Coffee Papaya Passionfruit Peach Pina Colada Pineapple Pink Guava Orange Raspberry Red Bean Taro Thai Tea Sesame Sour Green Apple CIT( pK�VEDyI}A AP gri 2 9 20 GD RECEIVED CITY OF TI WWII A APR 1 9 2004 PERMIT CENTER 1)04- ► 31 WV, Jar,' »''nq*tf! riPAIVrt,'� IWAIkt �s r+�wr...*...,, Strawberry Watermelon Other flavors yet to be tested or developed Hot tea: Choice of traditional flavored teas (tea bags). Bottled beverages : Water, fruit juices, tea and coffee beverages, Bobachine branded bottled beverages. Food /snacks: Select domestic and asian pastries (such as biscotti, cookies, Sponge cake, muffins, brownies) purchased from by offsite bakery. Package chips /snacks: Asian snack chips such as shrimp chips, asian rice crackers, Hawaiian sweet onion, jalepeno, chips, wasabi peas, asian candied confections. Energy bars: Similar to Luna, Cliff, Odwalla, Pria, Protein Plus. Food Preparation: — Covered rice - cooker type appliance for tapioca preparation. Tapioca ( "texture ") to be stored in covered tub @ room temperature. No unused tapioca will be stored overnight for next day use. Style of service: Over the counter. Order with cashier and pickup beverage at "handoff' Counter. Anticipated maximum orders per day. 800 orders. Revised 02/19/04 clry Q RECEIVED 14ii, A APR 1 9 2004 PERMIT CENTER 31 PLAPERMIT VIEIN/���ING SLIP ACTIVITY NUMBER: D04 -131 DATE: 04 -27 -04 PROJECT NAME: BOBACHINE BUBBLE TEA SITE ADDRESS: 826 SOUTHCENTER MALL Original Plan Submittal X Response to Incomplete Letter # 1 Response to Correction Letter # Revision # afterrbefore permit is issued DEPARTMENTS: Building Division ❑ Fire Prevention ❑ Planning Division ❑ Public Works t/ 4vi-oci, St ructural ❑ Permit Coordinator KIA1 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 04 -29 -04 Complete Incomplete ❑ 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 d Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 05 -27 -04 Approved ❑ Approved with Conditions Eqf Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: PERMIT COORD COPY Documents /routing slIp.doc 2-28-02 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D04 -131 PROJECT NAME: BOBACHINE BUBBLE TEA DATE: 04 -19 -04 SITE ADDRESS: 896 SOUTHCENTER MALL X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # afterrbefore permit is issued DEPARTMENTS: ,,� 4'P Building Division Public Works r 2.0_04Structural MVc, 4-2/'Of Fire Prevention Planning Permit Coordinator Division D DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete ❑ Incomplete DUE DATE: 04 -20 -04 Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: 5A47'4% LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW p' Staff Initials: TUES /THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 05 -18 -04 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing sllp,doc 2.28.02 PERMIT COORD COPY City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: L1-2_1 -DL( Plan Check/Permit Number: Er Response to Incomplete Letter # j 0 Response to Correction Letter # 0 Revision # after Permit is Issued [] Revision requested by a City Building Inspector or Plans Examiner Project Name: 0 BA. Ll-4- I /■/ (S— Project Address: 2 6 — S o L, --tA e (-, n-u'L 44 /1— (- (_._ Contact Person: S i4--el LA L b C C Phone Number: 2O , .712 - )4R Summary of Revision: e q 7 r C'a A .12< ` 7Z S 6-7--// i c' fl it c ,v C\ • (\-1 (t /U �2 c_ % / c._ T�/E - S e - --1 r l=, i CA IPf� Z �� 6 2004 PiAMIr� 'NY, Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on Y-2 2'd V •w\ Non - Residential Sewer Use Certification King County Department of Natural Resources and Parks (To be completed for all new sewer connections, reconnections or change of use of existing connections. This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect.) new sewer customers. The charge is collected semi - annually. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County's Wastewater Treatment Division at (206) 684 -1740. Pursuant to King County Code 28.84, all sewer customers who establish a new service which uses metropolitan sewage facilities shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council at a rate per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for (Please print or type) . L�Ih (•� i;ULS`.(.1 1 t~t.•. i c.. Owner's Name (Last, First, Middle Initial) Subdivision Name Lot # Subdiv. # Block # Building Name (if applicable) 47; 0 ►0 �7 (',t;'t�'((_ -3-4 MI Property Street Address 3,2) "'' 7i City, State, ZIP 7)C--11•11-(--& { t..4 3(A- Owner's Phone Number ( )ti!' r,c•l l• a Owner's Mailing Address (if different from above) Property Tax ID # Party to be Billed (if different from owner) Party's Mailing Address: €)A C c !• i i. c- L t-.1)(4,:s1 r District 1 t't )`• t t �'� City or Sewer r )04 /t'.j izi r of Connection Side Sewer Permit # or Property Contact Phone # (% t?'t•' ) 1 "1 Z 7' (`i ?D Demolition of pre- existing building? El Yes I 10 Type of building demolished t \+ Sewer disconnect date A.. yxture Units Fixture Units x Number of Fixtures = Total Fixture Units Kind of Fixture Fixture Units No. of Fixtures Total Fixture Units Public Private Public Private Bathtub and Shower 4 4 Shower, per head 2 2 Dishwasher 2 2 Drinking fountain (each head) 1 .5 Hose bibb (interior) 2.5 2.5 Clotheswasher or laundry tub 4 2 Sink, bar or lavatory 2 1 '• Sink, Clinic flushing 8 8 Sink, kitchen 3 2 , Sink, other (service) 3 1.5 ' Sink, wash fountain, circle spray 4 3 Urinal, flush valve, 1 GPF 5 2 Urinal, flush valve, >1 GPF 6 2 Water closet, tank or valve, 1.6 GPF 6 3 Water closet, tank or valve, >1.6 GPF 8 4 Total Fixture Units Residential Customer Equivalent (RCE) 20 fixture units equal 1.0 RCE Total No. of Fixture Units 20 RCE Ackit White — King County 1. B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facility /Process: Estimated Wastewater Discharge: Gallons /days Residential Customer Equivalents (RCE): 187 gallons per day equals 1.0 RCE Total Discharge (gal /day) 187 C. Total Residential Customer Equivalents: (add A & B) A B RC RCE CITY OF TUKKWILA APR 2 6 2004 PERMIT CENTER 3 1 I certify that the information givens correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of corrected data for determination of a revised capacity charge. -:i Signature of Owner/ �,7 ...A Representative 1 (.. += • •f.` r'( 1. Print Name of Owner/ Representative Date ( ' ... Yellow — Local Sewer Agency Pink — Sewer Customer .4621,1101Y V,.y MAY -03 -2004 07;39 FROM- F625- 052-000 (11/97) T -417 P.001 /001 F -471 REGISTERED AS' PROVIDED BY LAW AS CONST • .CONY ::.G —R ' ;;' <::.:.: REGI.ST,•, # . EXP. �10A'$: ADATTCI108DR`.01 /08/200.6•• ••EE 'ECTIV.E''DATE :03. %1'9 /I9g0; ADATTO CONSTRUCTION INC'.:,.5 1314 DENNY WAY '103' • 5; • • SEATTLE�.WA•• 98109.' 5444 • • • SIgOatitcr • issucd by DEPARTMENT OF LABOR AND INDUSTRIES ) Please Remove And Sign Identification Card Before Placing In Billfold +..tt...> 54 54 , ,a #% 4 .:t3h0.irtiC.111'w4 9 .QTu THE FOLLOWING NOTES APPLY LESS NOTED OTHERWISE - ASTM'S NOTED ARE TO BE LATEST EDITION 1. DESCRIPTION Building Nams 8 Site Location - Storfire Sports Complex Tukwila, Woshington Wool Building Supplier's Nom - Metallic Building Company Houston, Texas 8u' +ding Dept. Contact - Mr. Bob Benedicto (206) 431 -3670 2 DESIGN CODE AND STANDARDS A1pi 1 i cob 1 e Code (Edition /Name) - 1 997 UBC Co:. supplement 4 Dote - see snow 3. DES 1 GN LOADS o. Roof Live Lood Floor live loud 100 psf See snow load b. Sncw Lood . Seieunic Bos i c ground snow load - 20 psf Basic roof snow load - ?5 psf Importance factor - '.0, snow exposure factor - 1.0 Drifting snow is not required in the design. Zone 3, 1 • 1.0, Soil Profile Sd Wechanical unit loads will be picked up at the point of the units i transferred into the lot ro s st d. Wind Load be braced to bottom of main frames or bottom chord of steel truss, by the sprinkler contractor. Metal Building Supplier will pick up these loads at this point 4 transfer them into the lateral system. Basic wind speed 80 (mph). Exposure B Importance factor 1.0. Collateral loads were not included in uplift design e. Collateral Load (not including mechanical units or draft curtains) Bldg A 3 psf. Bldg B 5 psf plus sprinkler concentrated loads whichever is more critical. Frames 4 per. f. Dead !odds 'Weight of roof structure by Metal Building Supplier. 9. Special Loads The following special loads are to be considered: Mechanical equipment on roof. Sprinkler lines, canopy i other reactions as noted on h. Rood Combinations All hCode t drawings. required squired loud combinations ore to be used in the building design. Column reactions from these load combinations ore to be given to Engineers Northwest. i. Lateral building drift of all points is to be limited bldg code values. j. All special design requirements for the roof diaphragm indicated on the structural drowings hove been complied with. 4. VERIFICATION Metallic is to verify all design information listed above and notify Engineers Northwest of any discrepancies prior to metal building design OSHA STANDARDS THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PREOVISIONS OF THE CURRENT OSHA STANDARDS. THE GENERAL CONTRACTOR SHALL REVIEW THESE STRUCTURAL DRAWINGS FOR ANY NONCOAPL I /MACE WITH OSHA STANDARDS. TAKING INTO ACCOUNT THE GENERAL CONTRACOTR'S MEANS AND METHODS. THE GENERAL CONTRACTOR SHALL INFORM ENW OF ANY NONCOM4PL I ANNCE SOT HE DRAWINGS MAY BE MOD I F 1 ED FOR COMPL ! ANCE PRIOR TO CONSTRUCTION. THE GENERAL CONTRACTOR iS TOTALLY RESPONSIBLE FOR MEANS AND METHODS AS WELL AS J08SITE SAFETY ON THIS PROJECT. FOUNDATION THE FOUNDATION WAS DESIGNED WITH AN ALLOWABLE SOIL BEARING CAPACITY OF 1000 PSF (ROOM 128 ONLY)IN ACCORDANCE WITH SOILS REPORT #2003001 DATED 2 -15-03 PREPARED BY BERQUIST ENGINEERING SERVICES, INC. PREPARE THE SITE PER SOILS ENGINEER'S RECOMMENDATIONS. BEAR ALL FOOTINGS AND SLABS ON PROPERLY PREPARED NATIVE SOILS OR ON COMPACTED STRUCTURAL FILL, SEE SOILS REPORT. COMPACT ALL STRUCTURAL FILL AND BACKF I LL PER SOILS ENGINEER'S RECOMMENDATIONS. DETERMINE MAX I MUM DENS I TY BY ASTM 0 -1557. EXTEND ALL EXTERIOR FOOTINGS 18" MIN. BELOW FINAL FINISHED GRADE. EMBED 18" DIAMETER AUGERCAST PILES IN BEARING LAYERS TO PROVIDE 50 TON CAPACITY INDICATED IN REPORT. SOILS ENGINEER WILL INSPECT THE INSTALLATION OF THE PILING AND WILL MAKE FINAL RECOMMENDATIONS ON EMBEDMENT AFTER REVIEWING FiLL. USE F'c OF 4000 PSI FOR GROUT FOR PILING. USE 10 SACKS CEMENT PER CUBIC YARD OF GROUT. SUBMIT PILING RECORDS TO ENGINEERS NORTHWEST AND BUILDING DEPARTMENT. PREPARE SITE PER SOiLS ENGINEER'S RECOMMENDATIONS. SEE ARCH. AND SOILS REPORT FOR SLAB ON GRADE UNDERLAYMENT. CAST-IN-PLACE-CONCRETE F'c = 3000 PSI FOR ALL CAST -IN- PLACE - CONCRETE. ULTIMATE STRENGTH DESIGN METHOD USED. CONCRETE MAY BE PROPORTIONED ON THE BASIS OF FIELD EXPERIENCE AND TRIAL MIXTURES AS DESCRIBED iN CODE. SUBMIT MIX DESIGN AND DATA AS REQUIRED FOR EACH METHOD. MIXING AND PLACING OF ALL CONCRETE AND SELECTION OF MATERIALS SHALL BE IN ACCORDANCE WITH THE UBC AND ACI CODE 318. PROPORTION AGGREGATE TO CEMENT TO PRODUCE A DENSE WORKABLE MIX WITH 4' MAXIMUM SLUMP WHICH CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER. SEE SPECIFICATIONS FOR ADMIXTURES. PROVIDE 5% + 1 -1/2% TOTAL AIR CONTENT FOR CONCRETE EXPOSED TO FREEZING AND THAWING EXPOSURES. LIMIT WATER - CEMENT RATIO TO .45 AND USE TYPE V CEMENT WHERE CONCRETE IS EXPOSED TO SOIL CONTAINING WATER SOLUBLE SULFATE IN EXCESS OF .2%. ADD NO WATER AT SiTE. WATER REDUCING OR SUPERPLAST1C1Z1NG ADMIXTURES MAY BE USED TO INCREASE WORKABILITY WITHOUT INCREASING WATER - CEMENT RATIO OF DESIGN MIX SUBMITTAL. SEE SPECIFICATIONS FOR CURING 3/4" CHAMFER ALL EXPOSED CONCRETE EDGES UNLESS INDICATED OTHERWISE ON ARCHITECTURAL DRAWINGS. REINFORCING STEEL USE DEFORMED CONCRETE REINFORCING STEEL CONFORMING WITH ASTM A615, GRADE 60 (fy- 60,000 psi). LAP CONTINUOUS REINFORCING BARS 36 BAR DIAMETERS. 2' -0" MINIMUM, UNLESS NOTED OTHERWISE. PROVIDE CORNER BARS (2' -0" MiN. BEND) FOR ALL HORIZONTAL REINFORCEMENT. DETAIL STEEL IN ACCORDANCE WITH 'ACI MANUAL OF STANDARD PRACTICE OF DETAILING REINFORCED CONCRETE STRUCTURES ". WELDED WIRE FABRIC (WWWF) TO CONFORM WiTH ASTM A185. REINFORCING HOOKS TO COMPLY WITH STANDARD ACI HOOKS EXCEPT STIRRUPS AND TIES SHALL HAVE 135 DEGREE ACI SEISMIC HOOKS. COVER TO REINFORCEMENT: NONPRESTRESSEO CAST -IN -PLACE CONCRETE (INCHES) CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH.. 3 FORMED SURFACES EXPOSED TO EARTH OR WEATHER.. #6 AND LARGER 2 105 AND NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND SMALLER.....1 -1/2 SLABS, WALLS, JOISTS.. 14 AND LARGER.. 1 -1/2 BEAMS. COLUMNS #11 AND SMALLER......3 /4 PRIMARY REINFORCEMENT. TIES, STIRRUPS, SPIRALS 1 -1/2 REINFORCING STEEL WELDING USE ASTM A706 GRADE 60 (fy • 60000 psi) FOR ANY REINFORCING THAT IS TO BE WELDED. FOLLOW PROCEDURES OF ANSI /AWS 01.4 -92, 'STRUCTURAL WELDING CODE - REINFORCING STEEL ". USE E 80XX LOW HYDROGEN ELECTRODES CONFORMING TO ANSI /AWS A5.1 OR A5.5. DO NOT WELD REINFORCING IF TEMPERATURE IS BELOW 32 DEGREES FAHRENHEIT. MAINTAIN A MINIMUM PREHEAT AND INTERPASS TEMPERATURE OF 50 DEGREES FAHRENHEIT FOR NO. 7 THROUGH NO. 11 BARS. DO NOT WELD NO. 14 AND NO. 18 BARS. DO NOT WELD WITHIN 3- INCHES OF BEADS. LET BARS COOL NATURALLY TO AMBIENT TEMPERATURE AFTER WELDING; DO NOT QUENCH. USE WABO CERTIFIED WELDERS. PROVIDE SPECIAL INSPECTION PER CODE. SUBMIT MILL CERTIFICATES. STRUCTURAL STEEL ALL WORK iN ACCORDANCE WITH "AISC SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS ", AND THE "CODE OF STANDARD PRACTICE'. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING STANDARDS: WIDE FLANGE SHAPES ASTM A-992 (Fy =50,000 PSI) OTHER SHAPES & PLATES ASTM A -36 (Fy= 36,000 PSI) TUBE SHAPES ASTM A -500, GRADE B (Fy- 46,000 PSI) PIPE SHAPES ASTM A -53. TYPE E OR S. GRADE B (Fy- 35,000 PSI) WELDHEAD STUD'S ASTM A -108 (Fy050,000 PSI) ANCHOR BOLTS ASTM F1554 (Fy =36,000 PSI) HIGH STRENGTH BOLTS ASTM A -325 BASE PLATE GROUT ASTM C -1107 ALL STRUCTURAL STEEL BOLTED CONNECTIONS ARE ASTM A -325 TYPE N CONNECTIONS - BEARING TYPE WITH THREADS INCLUDED IN SHEAR PLANE. CONNECTIONS ARE NON -SLIP CRITICAL AND BOLTS NEED BE TIGHTENED 'SMUG TIGHT" 3NLY, UNLESS OTHERWISE NOTED. PROVIDE WASHERS AT OUTER PLYS WITH SLOTTED HOLES. INSTALL A -325 BOLTS IN ACCORDANCE WiTN - SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS' (6/23/01). ALL HIGH STRENGTH BOLTS SHALL BE TIGHTENED USING THE 'TURN -OF -THE NUT' METHOD, CALIBRATED WRENCH OR ENGINEER APPROVED DIRECT TENSION INDICATORS. IF CALIBRATED WRENCHES ARE USED, A MINIMUM OF THREE BOLTS OF EACH DIAMETER MUST BE TIGHTENED AT LEAST ONCE EACH WORKING DAY IN A CALIBRATION DEVICE THAT DIRECTLY READS THE BOLT TENSION. PROVIDE WiNIMUMM EMBEDMENT FOR ANCHOR BLOTS PER UBC TABLE 19D FOR CONCRETE AND UBC TABLE 21N FOR MASONRY, UNLESS SHOWN OTHERWISE. ALL WIELDING TO CONFORM WiTH AWS D1.1 "STRUCTURAL WELDING CODE - STEEL ". WELDS NOT SPECIFIED SHALL BE 1/4" CONTINUOUS FILLET MINIMUM. ALL WELDS BY WABO CERTIFIED WELDERS. USE LOW HYDROGEN FILLER METAL WITH A MINIMUM TENSILE STRENGTH OF 70 KSI. ALL WELDED JOINTS SHALL BE AWS PREQUALIFiED. WELDHEAD STUDS (WARS) ARE TO BE MACH i NE WELDED WITH PROPER EQU i PMENT AS REQUIRED BY MANUFACTURER. CONCRETE EXPANSION ANCHORS - 'HILT! KWIK BOLTS" - INSTALL IN ACCORDANCE WiTH ICB0 REPORT ER -4627. MASONRY ANCHORS - 'HILTI ADHESIVE ANCHORS" - INSTALL IN ACCORDANCE WiTH ICBO REPORT ER -5193. COORDINATE WORK WITH JOIST MANUFACTURER. SEE SPECIFICATIONS FOR ITEMS TO BE GALVANIZED. ALL STEEL ERECTION, INCLUDING OPEN WEB JOISTS AND METAL DECK SHALL BE IN ACCORDANCE WITH THE CURRENT OSHA STEEL ERECTION STANDARD. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PROVISIONS OF THiS STANDARD. THE GENERAL CONTRACTOR SHALL REVIEW THE STRUCTURAL DRAWINGS FOR ANY NONCOMPLIANCE WITH OSHA STANDARDS, TAKING INTO ACCOUNT THE GENERAL CONTRACTOR'S MEANS AND METHODS. THE GENERAL CONTRACTOR SHALL INFORM (NW OF ANY NONCOMPLIANCE SO THE DRAWINGS MAY BE MODIFIED FOR COMPLIANCE PRIOR TO CONSTRUCTION. THE GENERAL CONTRACTOR IS TOTALLY RESPONSIBLE FOR MEANS AND METHODS AS WELL AS JOBSiTE SAFETY ON THIS PROJECT. 00 NOT PLACE ANY CONSTRUCTION LOADS ON MEMBERS UNTIL THE I R CONNECTIONS ARE COMPLETE. • MASONRY RE 1 NF ORCED HOLLOW Ur I T MASONRY WITH SPECIAL. INSPECTION REQU 1 RED . F ' m -1600 PS i . USE GRADE 'N" HOLLOW LOAD -BEAR I NG CONCRETE MASONRY UNITS CONFORM I NRG 10 UBC STD. 21 -4. USE TYPE S VORtAR BY VOLUME: ONE PART PORTLAND CEMENT, 1/4 TO 1/2 PARTS HYDRATED LIME AND DAMP LOOSE AGGREGATE NOT LESS THAN 2 -1/4 NOR MORE THAN 3 TIMES THE SUMS OF THE VOLUME OF CEMENT AND LIME USED. FILL ALL CELLS CONTAINING REINFORCING AND WHERE NOTED WITH GROUT - YIN. STRENGTH, 2000 PSI. IJSE COARSE GROUT ONLY WHEN CLEAR CELL EXCEEDS 3 "X3'. CLEANOUTS REQUIRED. FOR GROUT POURS OVER 6.0'. LAP TYPICAL MASONRY WALL REINFORCING 48 BAR DIAMETERS. ALL CONNECTIONS AND BOLTS SHOWN EMBEDDED IN MASONRY ARE TO BE INSTALLED BY THE MASONS DIALING THE CONSTRUCTION OF THE WALL OR PIER. PROVIDE CORNER BARS TO MATCH ALL HORIZONTAL RE 1 NFORC I NG . ALL MASONRY TO BE RUUNNV I NG BOND LAY-UP. STRUCTURAL STEEL WELDING VERIFY ALL WELDERS HAVE CURRENT CERTIFICATION. INSPECT ALL SHOP FILLET WELDS 6/16- AND SMALLER. PERIODIC SPECIAL INSPECTION OF WELDS 5/16" AND SMALLER IS REQUIRED UNLESS THE WELDING IS DONE IN AN APPROVED FABRICATOR'S SHOP IN ACCORDANCE WITH UBC SECTION 1701.7. SEE UBC SECTION 1701. INSPECT ALL SHOP FILL PENETRATION AND FILLET WELDS 3/8' AND LARGER. INSPECT ALL FIELD WELDS. FULL PEN WELDS SHALL BE INSPECTED WITHH ULTRASONIC OR RADIOGRAPHY METHODS. IF APPROVED BY BUILDING OFFICIAL, THE NON - DESTRUCTIVE TESTING RATE MAY BE REDUCED TO 25% IN ACCORDANCE WITH THE EXCEPTION OF SECTION 1703 OF THE ABC. BASE METAL THICKER THAN 1 -1/2 ". WHEN SUBJECTED TO THROUGH - THICKNESS WELD SHRINKAGE STRAINS. SHALL BE ULTRASONICALLY INSPECTED FOR DISCONTINUITIES DIRECTLY BEHIND SUCH MELDS AFTER JOINT COMPLETION. ANY MATERIAL DISCONTINUITIES SHALL BE ACCEPTED OR REJECTED ON THE BASIS OF THE DEFECT RATING IN ACCORDANCE WiTH AWS1.1. CONTRACTOR SHALL PAY FOR REWELDINNG AND 1NSPECTION OF ALL MELDS NOT MEETING SPECIFICATIONS. INSPECTOR SHALL NOTIFY THE STRUCTURAL ENGINEER OF MELDS NOT MEETING SPECIFICATIONS. PRE-ENGINEERED METAL BUILDING SYSTEM PROJECT DEFINITION: THE METAL BUILDING SUPPLIER (M.B.S.) IS TO PROVIDE AND INSTALL ALL MEMBERS TO CARRY AND DISTRIBUTE VERTICAL AND LATERAL LOADS TO THE FOUNDATION. PREREQUISITE TO FABRICATION: THE M . B . S . IS TO PROV i DE ENW A LAYOUT DRAWING SHOWING MAX I ML<Ml DOWNWARD, UPLIFT AND LATERAL LOADS USING CODE REQUIRED LOAD COMBINATIONS AT ALL FOOTING LOCATIONS AT LEAST 3 WEEKS PRIOR TO THE CASTING OF ANY FOOTING. IN ORDER TO ADJUST FOUNDATION SIZES iF NECESSARY TO ACCOMMODATE THE ACTUAL BUILDING LOADS. SEE "SPRINKLER SUPPORT NOTES" FOR SPRINKLER REQUIREMENTS. COORDINATION: "THE METAL BUILDING SUPPLIER iS TO PROVIDE ROOF FRAMING PLANS FOR BUILDING DEPARTMENT REVIEW THAT CLEARLY SHOW WHICH JOISTS SUPPORT 3" AND LARGER SPRINKLER LINES, MECHANICAL UNITS, DRAFT CURTAINS AND OTHER CONCENTRATED LOADS. THE LOCATIONS OF THESE LOADS ARE TO BE COORDINATED WiTH THE GENERAL AND SPRINKLER CONTRACTORS PRIOR TO SUBMITTAL. NO CHANGES FROM ARCHITECTURAL OR STRUCTURAL DRAWINGS ARE TO OCCUR WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT. SEE THE ANCHOR BOLT NOTE ON DRAWING Si. FINAL INSPECTION: THE M.B.S. ENGINEER IS TO DO A FINAL INSPECTION OF THEIR STRUCTURE. THE INSPECTION IS TO INCLUDE VERIFICATION THAT THE SPRINKLER LINES, MECHANICAL UNITS, DRAFT CURTAINS AND ANY OTHER CONCENTRATED LOADS HAVE BEEN PLACED PER THE CONTRACT DRAWINGS AND THAT THE HANGERS, PLATFORMS AND LATERAL BRACES HAVE BEEN INSTALLED TO PROPERLY RESOLVE ALL THE VERTICAL AND LATERAL FORCES W I THOUT OVERSTRESSING THE STRUCTURE. VERIFICATION: WHEN THE BUILDING HAS BEEN COMPLETED, INCLUDING ANY NECESSARY FIXES, THE M.B.S. WILL PROVIDE THE ARCHITECT A LETTER CERTIFYING THAT "THEIR STRUCTURE AS -BUILT COMPLIES WITH THE i R DRAW I NGS . THE CODE UNDER WH 1 CH THE BUILDING WAS CONSTRUCTED AND ALL EXTRA REQUIREMENTS INDICATED ON TiE CONTRACT DRAWINGS.' THE M.B.S. TO ACCOUNT IN THEIR DESIGN FOR THE FOUNDATION SETTLEMENTS AND DIFFERENTIAL SETTLEMENTS INDICATED IN THE SOILS REPORTS. STEEL JOISTS DESIGN AND FABRICATE IN ACCORDANCE WITH - STANDARD SPECIFICATIONS FOR OPEN WEB STEEL JOISTS. K- SERIES, FOR LONGSPAN STEEL JOISTS. LH- SERIES AND DEEP LONGSPAN STEEL JOISTS, DLH- SERIES, AND FOR JOIST GIRDERS - AND RECOMMENDED CODE OF STANDARD PRACTICE FOR STEEL JOISTS AND JOIST GIRDERS ", STEEL JOIST INSTITUTE (SJI). PROVIDE BRIDGING AND CAMBER AS REQUIRED BY STANDARD SPECIFICATIONS. DESIGN JOISTS AND JOIST GIRDERS FOR ALL LOADS SHOWN ON PLANS OR AS REQUIRED DESIGN TOP CHORDS FOR DRAG LOADS AS NOTED. DESIGN WEB MEMBERS FOR iN PLANE SHEAR FORCES AS NOTED. ONE THIRD INCREASE MAY BE USED FOR LATERAL LOADS IN COMBINATION WITH GRAVITY LOADS ONLY WHEN SPECIFICALLY NOTED ON PLANS. VERIFY ALL MECHANICAL, ELECTRICAL, AND OTHER SPECIAL LOADS WITH MECHANICAL, ELECTRICAL. AND OTHER SPECIAL SUB - CONTRACTORS. PROVIDE SPECIAL CONNECTIONS AS SHOWN OR REOUiRED. MANUFACTURER SHALL DESIGN END SUPPORTS FOR SHORT BEARING LENGTH AS REQUIRED. SUBMITTAL SHALL INCLUDE: BILL OF MATERIAL. PLACEMENT PLANS, CALCULATIONS AND SJI PLANT APPROVAL. A CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE IN WHICH THE PROJECT IS TO BE BUILT SWILL STAMP AND SIGN TiE CALCULATIONS. THIS SAME ENGINEER SHALL REVIEW THE PLACEMENT PLANS TO ASSURE CORRELATION BETWEEN PLACEMENT PLANS AND CALCULATIONS. PLACEMENT PLANS SHALL SHOW MARK NUMBER, ORIENTATION AND LOCATION OF ALL PiECES. INCLUDE ALL DESIGN LOADS, BRIDGING AND BRACING REQUIREMENTS, SPECIAL CONNECTIONS AND BEARING DETAILS. DO NOT BEGIN FABRICATION UNTIL SUBMITTAL HAS BEEN REVIEWED. OBTAIN WRITTEN APPROVAL TO FABRICATE PRIOR TO SUBMITTAL OF CALCULATIONS. CONTRACTOR WILL BE RESPONSIBLE FOR ANY DISCREPANCIES BETWEEN BILL OF MATERIAL AND CALCULATIONS. COORDINATE WORK WITH STRUCTURAL STEEL FABR i CATOR . MANUFACTURER SHALL BE A SJI APPROVED PLANT WITH AT LEAST 5 YEARS EXPERIENCE. ON COMPLETION OF THIS WORK SUBMIT 2 COPIES OF THE FINAL REVISION OF THE SHOP DRAWING PLANS FOR THE ENGINEER'S AND OWNER'S PERMANENT RECORD. SPRINKLER SUPPORT NOTES 1a. ALL SPRINKLER PIPE LARGER THAN 3" NOMINAL DIAMETER iS TO BE CONSIDERED A 'MAIN" FOR THE PURPOSE OF THESE NOTES. b. THE BIDS FOR BOTH THE SPRINKLER i JOISTS ARE TO INCLUDE ALL HANGERS, BRACES, ETC., AND ACCOUNT FOR THE LOADS INDICATED. 2a. ALL MAINS RUNNING PERPENDICULAR TO THE JOISTS ARE TO BE VERTICALLY SUPPORTED NO FAWNER APART THAN AT EVERY OTHER JOIST. b. EACH JOIST TWAT IS CROSSED BY A MAIN IS TO BE DESIGNED FOR THE VERTICAL SUPPORT LOAN' BASED ON SUPPORTS AT EVERY OTHER JOIST. 3. ALL MAINS r•UNV 1 NG PARALLEL TO THE JOISTS MUST BE: a. PLACED MID -WAY BETWEEN TWO JOISTS 8 BE TRAPEZED SO EACH JOIST SUPPORTS HALF THE LOAD. b. SUPPORTED AT 10' -0' 0/C MAXIMUM. 4. USE THE FOLLOWINGS WEIGHTS FOR SPRINKLER VERTICAL SUPPORT DESIGN: PIPE WT. PER SIZE FOOT 10" 75# VERTICAL JOIST LOAD EXAMPLE: e" 51# GIVEN: 8' DIAMETER MAIN TRUSSES • 5' 0/C 6" 320 FIND: JOIST DESIGN LOAD 6" 24# SOLN: 51 # /FT X 10' = 5101 4' 17# ADON'L PER NFPA #13 • 2501 3 -1/2' 14# 960# /HGR ALL HANGERS TO BE DESIGNED, SUPPLIED 8 INSTALLED BY THE SPRINKLER SUPPLIER. 6. SPRINKLER LATERAL SWAY BRACING, FOR SEISMIC ZONES 2, 3 8 4 ONLY (AT 90 DEGREES TO 2 -1/2" NOM. DIA. 8 LARGER PiPE) TO BE: 0. SPACED A MAXIMUM OF 40 FT. OR AS ALLOWED BY N.F.P.A. 013. b. BRACED FROM THE MAIN TO A ROOF STRUCTURAL MEMBER WITH CONNECTIONS DESIGNED b INSTALLED BY THE SPRINKLER SUPPLIER. c. DESIGNED FOR A LATERAL LOAD OF THE WEIGHT PER FOOT OF WATER FILLED PiPE TIMES THE SWAY BRACE SPACING, PLUS THE WE I GMT OF TRIBUTARY BRANCH LINE WATER FILLED PIPE. d. CROSS MAIN BRACING MUST BE ADEQUATELY FASTENED TO THE MAIN FRAME BEAMS. 6. THE SPRINKLER DESIGNER IS TO PROVIDE THE CONTRACTOR ARCHITECT, ENW 8 THE ROOF SUPPLIER WITH DETAILS OF HANGER AND SWAY BRACE ATTACHMENTS WITH DESIGN. LOADS, SO THESE LOADS CAN BE DESIGNED INTO THE JOISTS, ETC. 7. THE ROOF DESIGNER TO PROVIDE i INSTALL ADDITIONAL BRACES TO TAKE THE SWAY BRACE LOAD FROM THE SWAY BRACE INTO THE ROOF LATERAL RESISTING SYSTEM. DEFERRED SUBMITTALS STRUCTURAL COMPONENTS ITEM PRE - ESA 'NiEEQEO B..DG oors, WED #0! N3• Ak.C.∎ -NOR ACeE 00 PERMANENT ROOM 4 116.00011 EGu! •MINT REVIEWED BY AOR FOR 1IES: 1.) DEFERRED SUBMITTAL ITEMS SWILL NOT BE OTHERWISE CONSTRUCTED IN PLACE SHOUT HAVING THE PLAINS OR SHOP DRAWINGS REVIEWED AND APPROVED BY THE FOR AND THE BUILDING OFFICIAL. M INSPECTIONS INSPECIIONS ARE TESTING LAB. FOUNDATION: CONCRETE: REINFORCING: TO BE PER UBC CHAPTER 17 AND ARE TO BE BY AN INDEPENDENT INSPECT FOOTING EXCAVAT OOTI NGEXCAVAT I ONSAiD PROVIDE COMPACT II ON TESTS. SONTECAE�PAACEREF 0117 E1 ONMO ��iCHOR BOLTS. VERIFY THAT ALL REINFORCING IS PLACED IN ACCORDANCE WITH APPROVED PLANS. CHECK FOR REQUIRED COVER, SIZE. GRADE, AND SPACING. COPY OF ICBO REPORT FOR ANCHORS OR ADHESIVE SYSTEM USED MUST BE AVAILABLE AT JOB SITE. VERIFY ANCHORS OR ADHESIVE SYSTEM INSTALLATION IS IN ACCORDANCE WITH REPORT. PER AWS, SECTION 6. INCLUDES MELDING OF REINFORCING AND DECK. INSPECT THE FOLLOWING PR I OR TO WELDING: PERSONNEL QUALIFICATIONS, MELDING PROCEDURES. WELDING EQUIPMENT. WELDING CONSUMABLES. BASE METAL QUALITY, JOINT PREPARATION AND F I T--UP , PREHEAT, MELDING COND I T I ONS . DURING MELD I NG INSPECT THE FOLLOWING: TACK WELD DUALITY, WELD PROCEDURES. 1 NTERPASS TEMPERATURES, CONSUMABLE CONTROLS, 1 NTERPASS CLEANING, VISUAL INSPECTION, NOT, IF REOUIRED. AFTER WELDING INSPECT THE FOLLOWING, IF iEQU I RED : CONFORMITY TO PLANS AND SPECIFICATIONS, CLEANING. VISUAL INSPECTION. MDT. REPAIRS INSPECTION. POST MELD HEAT TREATMENT, DOCUMENTATION. NOT IS REQUIRED FOR ALL COMPLETE PENETRATION WIELDS - SHOP i FIELD. VISUAL INSPECTION IS REQUIRED FOR ALL OTHER FIELD MELDS. ENGINEER FOR M.B.S. OR HIS REPRESENTATIVE TO INSPECT FINISHED BUILDING AND PROVIDE A LETTER TO THE ARCHITECT AND BUILDING DEPT. CERTIFYING THAT THE BUILDING AS CONSTRUCTED STRUCTURAL REQUIREMENTS. LETTER TAO ND BE STAMPED 4 COD SIGNED BY THE ENGINEER THAT STAMPED M.B.S. DRAWINGS. VERIFY THAT UNITS HAVE M i N i MM1UM CELL S i ZE PEP DRAW I NGS . VER I FY RE i NFORC I NG PLACEMENT IS PER DRAWINGS. MASONRY CONSTRUCTION SHALL HAVE SPECIAL INSPECTION PER CODE. DAILY VERIFY MASONRY TOLERANCES PER MASONRY NOTE THIS SHEET. SPECIAL INSPECTION IS REQUIRED BASED ON THE "UNIT STRENGTH METHOD" PER THE THREE STEPS NOTED BELOW. SAMPLING AND PLACING OF ALL MASONRY UNITS, PLACEMENT OF RE 1 NFORCEiENT , INSPECTION OF GROUT SPACE, IMMEDIATELY PRiOR TO CLOSING OF CLEiNVOUTS AND DURING ALL GROUTING OPERATIONS. 1. U1N1 I TS CONFORM TO ASTM C90 AND ARE SAMPLED AND TESTED 1 N WITH ASTM C140. 2. GROUT CONFORMS TO ASTM C476 AND IS SAMPLED FOR EACH 5000 SF OF WALL AND TESTED FOR STRENGTH. 3. MORTAR CONFORMS TO TYPE 'S' PROPORT 1 ONS PER ASTM C270 TABLE 1. INSPECTOR SHALL CONFIRM IN DAILY FIELD REPORTS THAT THE PROPORTIONS ARE FOLLOWED (EITHER FIELD MIXED OR PREMIXED SAMPLES AND TESTS FOR STRENGTH ARE NOT REQUIRED). FA I LIRE TO FOLLOW THESE THREE STEPS WILL MEAN THAT PR ! SM TEST WiLL BE REQUIRED. THE CONTRACTOR MAY ELECT TO TAKE PRISM TESTS IN LIEU OF THE "UNIT STRENGTH PROCEDURE -. TESTING LAB TO NOTIFY ENGINEERS ,NORTHWEST AND THE ARCHITECT BY PHONE AND FAX OF ALL NONCOMPL I ANCES REGARDING MASONRY IMMEDIATELY. TESTING LAB TO SEND REPORTS TO ENGINEERS NORTHWEST AND THE ARCHITECT WITHIN 5 DAYS OF TEST. VER i FY THAT STUDS ARE PROPERLY INSTALLED BOTH IN FIELD AND ON SHOP FABRICATIONS. INSPECTION SHALL INCLUDE BENDING A MINIMKMi OF TWO STUDS AT EACH SET UP IN ACCORDANCE WITH TRW NELSON'S RECOMOeENDAT I ONS . VERIFY THAT ALL REINFORCING. CONNECTIONS, AND ANCHOR BOLTS ARE PLACED IN ACCORDANCE WITH APPROVED PLANS. INSPECT GROUT SPACE IMMEDIATELY PRIOR TO CLOSING OF CLEANOUT. INSPECT GROUTING OPERATIONS. VERIFY MORTAR IS BEING MIXED SPECIrIED PORTIONS. TEST MASONRY PRISMS BEFORE AND ING CONSTRUCTION AS REQUIRED BY CODE. TEST GROUT SAMPLES. CONC. EXPANSION Ni MASONRY ANCHORS 4 DRILLED IN DOWELS: WELDING: PRE - ENGINEERED BUILDING SYSTEM: MASONRY : IELDH E D STUDS: MASONRY: TO DUR SHOP DRAWINGS SUBMIT 2 SETS OF PRINTS AND 1 SET OF REPRODUCIBLE SEPIAS OF SHOP DRAWINGS TO ENGINEER FOR REVIEW AFTER CONTRACTOR HAS REVIEWED 8 STAMPED FOR COMPLIANCE AND PRIOR TO FABRICATION FOR: CONCRETE MIX, STRUCTURAL STEEL, MISCELLANEOUS STEEL. REINFORCING STEEL AND JOISTS. "SHOP DRAWINGS ARE AN ERECTION AID, AND STRUCTURAL DRAWINGS SHALL TAKE PRECEDENT OVER THE SHOP DRAWINGS... ". SPECIAL CONDITION CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND SHALL PROVIDE ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS DURING CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER OF ALL FIELD CHANGES PRIOR TO INSTALLATION. NOTE TO MECHAiICAL AND ELECTRICAL TRADES CONTRACTOR SHALL SUBMiIT PLANS SHOWING LOCATION, LOAD AND ANCHORAGE OF ALL HANGERS SUPPORTING ANY MECHIAN I CAL , ELECTRICAL, PLUMB I NG OR SPRINKLER LOADS IN EXCESS OF 50 POUNDS. ANY ROOF MOUNTED EQUIPMENT SHALL BE INCLUDED IN THESE PLANS AND SHALL SHOW LOADS AND LOCATIONS. THESE SHALL BE SUBMI I TTED TO ENGINEERS NORTHWEST FOR APPROVAL PRIOR TO INSTALLATION OF ANY OF THIS EQUIPMENT. ALL DETAILS OF CONNECTIONS TO THE STRUCTURE FOR EQUIPMENT SHALL BE BY THE SUJPPLiER OF THAT EQUIPMENT. IF THE BUILDING DEPARTMENT REQUIRES A SUBMITTAL REGARDING THE DESIGN OF THESE DETAILS, IT WILL BE THE RESPONSIBILITY OF THE EQUIPMENT SUPPLIER TO PROVIDE THIS SUBMITTAL. ABBREVIATIONS ARCH. B. OR BOT. BTW4. BLDG. C.I.P. CLR. CNTR. CON. CONT. CONTR. DIA. EA. EL. OR ELEV. E.N.W. OR ENW E.F. E.W. F.O.C. F.O.P. F.O.S. F.O.W. FTG. H. OR HORIZ. I.F. INC. KB L.L.H. L.L.V. = ARCHITECT • BOTTOM = BETWEEN = BUILDING = CAST IN PLACE CLEAR • CENTER = CONCRETE • CONT I NUOUS « CONTRACTOR = DIAMETER or EACH « ELEVATION • ENGINEERS NORTHWEST • EACH FACE = EACH WAY = FACE OF CONCRETE is FACE OF PLYWOOD = FACE OF STIR = FACE OF WALL = FOOTING = HORIZONTAL = INSIDE FACE or INCLUDING • KW1K BOLT « LONG LEG HORIZONTAL d LONG LEG VERTICAL M.A.S. N.FS . N.T.S. OPNG.. C.T.O. REiNF. R.O. SW SIM. SYMd . T. T.O.F. T.S. TYP. • MASONRY (CLAY OR CMU ) • METAL BUILDING SUPPLIER = NEAR « NOT TO SCALE « OUTSIDE FACE « OPENING * OUT TO OUT or PANEL = REINFORCING = ROUGH OPENING = SHEARWALL = SIMILAR = SYMMETRICAL = TOP • TOP OF FOOTING = TUBE STEEL = TYPICAL AT ALL SIMILAR PLACES U.N.O. • UNLESS NOTED OTHERWISE V. OR VERT. • VERTICAL V.I.F. • VERTICAL INSIDE V.O.F. = VERTICAL OUTSIDE FACE W/ • WITH lole /3/ Carlson Carlson Architects PS S1�k awl n M121 -2321 144Irom 206 441 MI6 Niiceledo 206 721 1111 r 1 DWI k TB. icasili tr. ATUCKER Omar krawfk pis Fk FIE�DB1 DG -C NOTES -fib o.. th7 01 gg 1 Starfire Soccer Complex at Fort Dent Park Tukwila, Washington GENERAL NOTES • • z. SO iabH H1; 02110004 OW. coda *dam 1.5, .'• [' "..1ri,%6 jr R -1 "' a "�►t 110.1x." ,F'. it' 1' ' ^_... .! "y -•'i" M M Revisions: 2h1a11 A1C1t •Math "end Last updated: 04.19.04 Project description: 1. New kiosk, installed at Southcerler Mal in space number FC5600. 2. Kiosk to be installed on site. 3. AM electrical and mechanical to be exposed and installed on site. 4. All lighting fixtures and electrical equipmerd to be UL approved. 5. Type of service: retail sales and services. 6. Floor and walls to remain as is unless otherwise noted. 7. Index of Sheets: A1. Product Info A2. Floor Plan and Elevations A3. Sections A4. Cabinet and Decor Detail A5. Sgnage and Graphics A6. Equipment Schedule and Electrical Plan A7. Plumbing Plan Legend: ©Detail Elevation North Arrow ATelephone outlet 1N1 O Fourplex outlet Duplex outlet 220V Duplex outlet Equipment REV1SION KO C!ANES SLL ThE scc,w OF :`:.Vbg 1174:2610AL OF 11.1:114.,A EZ1'E REVISIONS WILL AMINE' A /ED IIiY Mp1OH ADDITIONAL NM r4' FILE COPY I understand that the Plan Check approvals are subject to errors and omissions and approval of plans does not authorize the violation of any adopted code or ordinance. Receipt of con- tractor's copy of approved plans acknowledged. SEPARATE PERMIT REQUIRED FOR: MECHANICAL ELECTRICAL LUMBING 1� GAS PIPING CITY OF TUKWILA BUILDING DIVISION By Date Permit No. Permit No. bobachine Space 4F C6600 Southcentar Mall Tukwila, WA 10'4"x171 2" 136 SF Kiosk WADER °CATION II(ATERIAL NL ACTU ER LOR rIEMARKS r I �OUNTER ''OPS 2ORI AN BD LACK k2 n.LL DROP EDGES rORIAN BD CK 1 1 F3 `"ANNE' : ACES AMINTE BET -AMINATI RESP 140 4 *r: AalNE' :N 1R!ORS PHENOLIC 8A: K ILSONAPT i�ROWN FS k10SK EXTERIOR rAMINATE T LAMINATI .,RESP, 1416 F6 roD CABINE'S rAMINATE VAMAR CARP SURFACE, SV0001 T F7 f) TER1OR DETAIL LAMINATE ANCED TECH.,INSALUMINUM MILL, 209 FS TERIOR BASE BOARD �ILE BD I • MATCHING WITH EXTISTING FLOOR Fg `r 10 _ • Contact Information: Owner Shia Locke Sobachine Bubble Tea P O Box 94001 Seattle, WA 99124 206.772.3143 ISheiliLocke•comcest net Contractors Syron Trostle Displaymeker Productions, Inc. 1000 S Weller st Seattle, WA 96104 206.623.1058 biros heedisplaymaker.Dorn (Richard Adalto AdlUtto Construction, Inc. 1314 Denny Way, Ste 100 Seattle, WA 96109 208.952.5300 rlctardeadatbcoratruc tion.com HssIh Department inepechon required on completion of work prior to opening. Landbrd SOl1THCENTER MALL 633 Southcerllsr Seattle. WA 96196 206.248.0423 206.244.8607 (fax) RECEIVED CITY OF TUKWILA APR 2 6 1004 PERMIT CENTER' . .� �.� .. *...r.. • .... INCOMPLETE boy -1�r I' s Vicinity Map Mall Map Revisions: • Project description. 1. New kiosk, installed at Southcenter Mall in space number FC5600. 2. Kiosk to be instaNed on site. 3. All electrical and mechanical to be exposed and installed on site. 4. AN lighting fixtures and electrical equipment to be UL approved. 5. Type of service: retail sales and services. 6. Floor and walls to remain as is unless otherwise noted. 7. Index of Sheets: Al . Product Info A2. Floor Plan and Elevations A3. Sections A4. Cabinet and Decor Detail A5. Signage and Graphics A6. Equipment Schedule and Electrical Plan A7. Plumbing Plan Legend: Al Detail Elevation Section North Arrow SIM II 11)A L_J Equipment Telephone outlet Fourplex outlet Duplex outlet 220V Duplex outlet UMBER !LOCATION ATERIAL NUFACTURER /TYPE/COLOR EMARKS COUNTER 1-)PS -�'a ^. BD /3_ACK 2 ALL. DROP EDGES O4 AN 3 BLACK 3 EABINE' . A.;_� AMINE F ._AMr AT! : RE.3; 4, 4 �AB'■E- ".'EPIORS HE \OL "0 BACKE It SONAR' BROW fIOS. EX'ERIOR a VIhATE BE' , AMI\AT' ±RESP - 41E 6 TOP CAR.NE'S Aml%ATE E, HMAP RP 3JRFACE, SV0001 T 7 EXTER)OR DE T ALL. AMtNATE DVANCf, TECr,,I .$IYNUM Mti..,_,209 y 8 9 10 _ Contact Information: Owner Sheila Locke Bobachine Bubble Tea P 0 Box 94601 Seattle, WA 96124 206 772.3143 SheilaLockeOcomcast. net Contractors Byron Trost* Oieplaymaker Productions, inc. 1000S Weller at Seattle, WA 98104 208.623.1068 btrostleedieplaymaker. com Richard Adetto Adatto Construction, Inc. 1314 Denny Way, Ste 103 Seattle, WA 96109 206 652.5300 richardiednt .com Health Department Inspection required on completion of wale prior to opening. Landlord SOUTHCENTER MALL 833 Southcen or Seattle, WA 98188 206.248.0423 208.244.8607 (fax) 10'1" RECEIVED CM a ruKwiu APR 1 9 2004 PERMIT CENTER API:T(10WD APR 16 m04 „,,riNtoi '7) (/;"*"."1” p PREIOPENING NSPECTION BY THE iGtet, co.»rrY HEALTH � DEPARThET u new UE1ED PRIOR TOOPERATO1. APPLICM3TPLAN SET IS REQU!REt 7G BE AVAILABLE ON SITE Dtnii,.clii-11%1 24SPECTION. •t w ...w•� • . •.. Last updated: 04.06.04 Approvals: bobachine Space 4FC8600 Southventer Mall Tukwila, WA 10'4 "x171?" 136 SF Kiosk W o 3 8 E 5w M va 5 Rietx e 1. ,4 rte■ -■14 4 '. . - , , •04.. .= .. i'�• . . . • . . �. I.. .. .y 1. ' •# •v_� p•. ►�. * • *.• • • -.'fir .- r . •r . , : i • • • wto Al ■ • f 1 Floor Plan. Scale: 1l4 " =1' 7; e • • • // • / Front Elevation. Scale: 1/46=1' 0:::241;41;4 mlya,;13 e . Saab 114•=1' • Revisions: 2of ECE C OF TUKWILA APR 2 6 2004 Af'T cENrFP bobachine Space *WC 6600 Soutthcenter Mall Tukwila, WA 10'4 "x172" 136 SF Kiosk LC ; g Mg o `a MI te DE 4 is 5 E ifil 1 is..,, i 40) 044 A 4 a ei- u. ti .,,.. . A I Key for Sections. Scale: 1/4' =1' 0.1 Z i Section. Scale: 1/4"=1' • r_ is 1 1- immoporIMIN M Of cIT( pRO�'� IOWA AP APR 2 9 2011 tiOW) or 1610t Revisions.: 1 Last updated: 04.26.04 Approvals: env or TLIKWILA APR 2 6 1004 PiRAirr cENTER bobachine Space #IFC6600 Southantar Mall Tukwila, WA 10'4 "x1T2" 136 SF Kiosk A3 Revisions: Stainless steel top sides and door. batty Mass top and front. Last updated: 04.26.04 Approvals: Tube cap b mount for cross members/sign mounts. CAI a Teo woo AQR 2 9 taw, tto.u- v\t‘sotA • tOt's wa1 clear pcyNc tube. filled with water. 1 RECEIVED CITY OF TUKWILA APR 2 6 2004 bobachine Space 6FC 6600 Southcenter Mall Tukwila, WA 1trFx1rr 136 SF Kiosk � O v DIN GO solo 4-1 h 24 • is 6404 u alp Pia PERMIT CENTER Bubble Tube detail. Scale: 3/8" =1' A4 0 Ili Hi 1M' • 6' -5 7 /8" Side top signage. Vinyl on 3mil centre. Secondary signage. Scale: 3/8 " =1' 3'_0" 2' -10 7/8" 31-0" >e )114 4 Ii #I(� Two menu boards, flanking main identity sign. Main sign: vinyl on 3mil contra. Menu boards: TBD. Main Sign and Menu Boards. Scale: 3/8 " =1' Revisions: Notice board. Vinyl on magnetic whiteboard. Secondary Signage. Scale: 3/8 " =1' 4' -2 7/8" Wall mural. Repeated to fill wall behind ice machine. Secondary Signage. Scale: 30=1' CN IOWA kiRROvtD APR 2 9 2.101 note General Notes: All signs supplied by Displaymaker Productions, RECEIVED CITY OF TUKw'..A APR26 2004 PERMIT CENTER Last updated: 0426.04 Approvals: bobachine Space AFC 6400 Southcenter Mall Tukwila, WA 110'4 "x1TZ" 136 SF Kiosk rt o 3 ■� 35 DNA 4111 " N E ; di A5 at ELECTRICAL SPECIFICATION NOTES 1. The electrical contractor shall provide all labor, material, equipment and tools necessary for demolition and removal of existing and the complete installation of the new electrical work, ready to use as shown. 2. The electrical contractor shall not attach to, cover up, or finish against any defective work or install in a manner which will prevent proper installation of the work of other trades. 3. All work included by the drawings and specifications, together with all material (or equipment) finished, shall comply with the latest published codes and standards listed a. The National Electrical Code - sometimes referred to herein as the "NEC" - (NFPA -10). +b. National Electrical Safety Code (ANSI -C2). . c. All applicable state and local codes. d. Applicable provisions of the Occupational Safety and Health Act. 16. The electrical contractor shall confirm the NEMA configuration of the receptacles installed with the pkig installed on the appliance. 17. The electrical contractor shall confirm the location of landlords meter panel on level below. The electrical contractor shah make necessary arrangements with local utility company for new meter and Include all utility charges in bid cost. 18. The electrical contractor shall provide outlet box for telephone. the conduit for the telephone shall be robed to an available raceway (and junction box) location in the chase area to the rear of the kiosk. • All telephone wiring shall be arranged by the tenant. 4. Rigid steel conduit shall be used in all exterior locations which call for conduit, unless otherwise noted. All interior conduit shall be EMT unless otherwise noted. All EMT conduit fittings shall be the compression type 5. When conductors are installed in a raceway, a green equipment grounding conductor shall be included in each raceway systern and shall be sized as shown on the drawings or if not noted on the drawings, then in accordance with table 2 50-9 5 of the NEC. 6. All conduit shall be securely fastened in full accordance and as directed by the latest edition of the NEC. 7. Conductors shall be new, 600 volt, 90c type THHN insulation. standard copper only. Minimum size shall be #1 2 AWG. All other sizes shall be as required by the NEC. Control wiring may be #1 4 AWG. 8. Compression type lugs and connectors shall be used for all terminations and splices. 9. The contractor shall exercise due caution in working so as not to damage that portion of the electrical system that is to remain. 10. Positively no conduit or wire removed shall be reused on the new instaNation. All material installed as part of this job shall be new. 11. All necessary cutting in walls, floor and other such work shah be neatly and carefully done and the work shall be repaired in an approved and workman manner. No cutting into structural parts of the building, which may impair its strength, shall be permitted. 12. All outdoor equipment shall be rated for NEMA 3R use, inducting disconnect switches. 13. Panel schedules shall be revised to indicate added or deleted loads. These panel schedules shall be revised by retyping the existing schedules. including the changes. 14. New indoor switches shall be flush mounted in the finished areas. 15. The electrical contractor shall be responsible for the conduit penetrations through the roof to feed roof mounted equipment. Schedule • CITY RECEIVED APR 2 s 200 Revisions: Last updated:04.26.04 PERMIT CENTEF; One new 100W panel for main service. Approvals: Bobachine Space OF C5600 Southcenter Mall Tukwila, WA 10'4 "x1T2" 136 SF Kiosk A6 M.1 • CRIPTION , . 711111 • ' OLTS =a11111 . UPP!L D BY . WALLED BY " NS1N ' l0S - � MA ' A � � U 1MC; � COMMENTS 00 - ASTRY CABINET . p • • - . • _ . _ _ . 51 X 17114 "D X 41 :.S. • •,• - - • S & BOTTOM. GLASS TOP & FRONT 10 - EGISTER OUCH DYNAMIC - - 0 20 of used 30 c - ' ;� . _ - AN JAMAR 2410SM MEI MIME DATTO CONST .75"DIA x ' 1. N • R COUNTER . . . 40 50 :. - - EFRIGERATOR - - IINIIIIIIMIIIIII CR48 MEM MIMI i =III grall ........ • T r° CO • T 29.625 "D X 34.5 H • R COUNTER . • 60 ' • - • • R CONTAINER UBERT.QOM .... grnill.1111111 -� • .5"W X 11'i X 5.5H c o X 34"D X 76.5 "H .. . 70 CE MACHINE NITOWOC • Y -0274A ' 40 .. 80 90 : LENDER • RINK PREP AREA • - NK HAND-OFF : LENDTEC .. MEI ' MOOTHER 20 20 . _ MOO MEM MEEMZIIIIIIII RM111111111111111 • TTO CONST . DATTO CONST X 9•1) X 1TH .3"W X 14.3 "D X 24 "H . . • 00 • 10 •T WATER MAKER • 20 EA BREWER NTF W/ TD4 DATTO CONST 0"W X 23"D X 31.5 "H • 30 c COMP SINK c 16X20-2-18 ONA - H TRADING • _ ' 40 ' 50 LOOR SINK IUIIIIIIIIIIIIIIIIIIIII 10 . MOM . • ATTO CONST DATTO CONST ?W X 12 "D . . • O"DA X 20 H .. . �:!. R COUNT R . • 60 MIIIIIIIII ND SINK . DAVANCE TABCO TJMEIIIIIIIIIIIIIIIIIIIIIIII 111111111 ONA - H TRADING DATTO • T . 8'W X 12"L X 10"D • 70 11111.11 - ICE COOKER HALLENGER 20 j f • 1;i 411 LIENT 3"DA X 15 "H • • 80 ' 90 MEM CJLORBLAST 6 LIGHT OWER SUPPLY %1•_.�:{L`'S�L[ • OR K1 TICS 16- 000001-00 . 09- 000008 -01 ' 15 . . ' .8 !., - ��� • _�. •ATTO CONST • • • _ ... 1110 • .3"W X 6.7" • X 4.5 "H . . 0. •'11Y X 10.10" • X 4.38"H N' R CO R .. 1 00 1 GHT SY NCI- RONIZER OLGR K1 i TICS 03- 000001.00 XIMMIN M ! - • TTO CO T .85"W X 2. D X 1. «« H c 10 • iR PUMP ` ENA 400 20 _ NDER COUNTER . . c 20 -APER TOWEL DISP � �_s s : • DATTO CONST ' TTO CO - T __ ALL (UNTED . • i ..,... D _ • .. . _ c 30 NO SOAP DISP . -- - - - 40 • t used 50 1 • • . LT-7/7174115 DV90P20 MiliiMMI MOMMINEMMOOMME ,_• ATTO CO • ■ ' T . ladle c 60 IRE EXTINGUISHER 11111101111.1111.111. .,. TTO • • NST c 70 . - C, 80 ATER FILTER -ICE MACH. NITOWOC _ . R -1000 , . ! ....� ! • "DIA X 1 7" H _ NDER COUNTER 90 ; UNN WATER FILTER D -12 -TL -- .: • .5" DIA X 24"H NOER COUNTER 00 . NDANT LIGHT LOW -VOLT - _ �� � � _ 10 • POT LIGHT LOW -VOLT - - 20 ABLELIGHT, LOW -VOLT - - IIIIIIIIIIIIIIIIIIIIIIIIMI _ _ - _ - • • = Schedule • CITY RECEIVED APR 2 s 200 Revisions: Last updated:04.26.04 PERMIT CENTEF; One new 100W panel for main service. Approvals: Bobachine Space OF C5600 Southcenter Mall Tukwila, WA 10'4 "x1T2" 136 SF Kiosk A6 M.1 • ••.s e • +4.1 • w DSH UTENSk WA4'4G EQUIPMENT . . ELECTRICAL SPECIFICATION NOTES 1. The electrical contractor shall provide all labor, material, equipment and tools necessary for demolition and removal of existing and the complete installation of the new electrical work, ready to use as shown. 2. The electrical contractor shall not attach to, cover up, or finish against any defective work or install in a manner which will prevent proper installation of the work of other trades. 3. All work induded by the drawings and specifications, together with all material (or equipment) finished, shall comply with the latest published codes and standards listed. a. The National Electrical Code - sometimes referred to herein as the "NEC" - (NFPA -10). Ia. National Electrical Safety Code (ANSI-C2). c. All applicable state and local codes. • d. Applicable provisions of the Occupational Safety and Health Act 4. Rigid steel conduit shall be used in all exterior locations which call for conduit, unless otherwise noted. All interior conduit shall be EMT unless otherwise noted. All EMT conduit fittings shall be the compression type 16. The electrical contractor shall confirm the NEMA configuration of the receptacles installed with the plug installed on the appliance. . 17. The electrical contractor shall confirm the location of landlords meter panel on level below. . 'The electrical contractor shall make necessary arrangements with local utility company for new meter and ,lindude all utility changes in bid cost. 18. The electrical contractor shall provide outlet box for telephone. The conduit for the telephone shall be routed to an available raceway (and junction box) b r.lifiBe. 1ri..1be.rear of _ ,AN telephone wiring shall be arranged by the tenant. 5. When conductors are installed in a raceway, a green equipment grounding conductor shall be included in each raceway system and shall be sized as shown on the drawings or if not noted on the drawings, then in accordance with table 250-95 of the NEC. 6. All conduit shall be securely fastened in full accordance and as directed by the latest edition of the NEC. 7. Conductors shall be new, 600 volt, 90c type THHN insulation, standard copper only. Minimum size shall be #1 2 AWG. All other sizes shall be as required by the NEC. Control wiring may be #14 AWG. 6. Compressior type lugs and connectors shall be used for all terminations and splices. - 9. The contractor shall exercise due caution in working so as not to damage that portion of the electrical system that is to remain. 10. Positively no conduit or wire removed shall be reused on the new installation. All material installed as part of this job shall be new. 11. All necessary cutting in walls, floor and other such work shall be neatly and carefully done and the work shall be repaired in an approved and workman manner. No cutting into structural parts of the building, which may impair its strength, shall be permitted. 12. All outdoor equipment shall be rated for NEMA 3R use, induding disconnect switches. 13. Panel schedules shall be revised to indicate added or deleted loads. These panel schedules shall be revised by retyping the existing schedules, including the changes. 14. New indoor switches shall be flush mounted in the finished areas. 15. The electrical contractor shall be responsible for the conduit penetrations through the roof to feed roof mounted equipment. • �r Ra • • frvirgraPari APPROVED APR 16 2004 .SEATTLE -14N 5.., J 1f(I Il'' v r li ± BY .A PRE"OPENitit.. ;Iii;;PECTION THE ING COU4TY HEALTH DEPARTMEIff PROR fir TO GFERATQk • $tICANT ?LAN SET IS EJUE TO F)E AVALABLE ON SITE n!? ^;• ', :: - _ NSPECTiON. • NUMBER UANTITY DESCRIPTION NUFACTURER (MODEL VOLTS MPS - UPPUED BY NSTALLED BY • MENSIONS - MARKS AND PLUMBING COMMENTS 100 PASTRY CABINET • P - • P DATTO CONST 5112'W X 17 114 •D X 24 1/2" ; .S. DOOR, SIDES b BOTTOM. GLASS TOP & FRONT 110 'REGISTER OUCH DYNAMIC STINGER X90 LIENT 120 not used - 130 CUP DISPENSER - AN JAMAR C2410SM 7 DATTO CONST .75 "DIA x 23"L NDER COUNTER 140 BOTTLE RACK - LIENT LIENT 150 REFRIGERATOR : EVERAGE -AIR LICR48 , 115 • .5 DATTO CONST ="W X 29.625 "D X 34.5 H NDER COUNTER 160 4 POWDER CONTAINER - - UBERT.COM LIENT - .5"W X 11 "D X 5.5H /170 ICE MACHINE . NITOWOC Q 0274A 240 12 ERMAL SUPPLY 4 s X 34 "D X 76.5 "H '180 13LENDER : ENDTEC SMOOTHER 120 13 • FE MAKERS DATTO CONST - X 9"D X 17"H 190 DRINK PREP AREA - 200 PRINK HAND-OFF 210 ttOT WATER MAKER :UNN W2 120 15 LIENT DATTO CONST .3'W X 14.3"D X 24 "H 220A BREWER :UNN TNTF W/ TD4 1 20 15 DATTO CONST 0'W X 23'D X 31.5 "H 230 COMP SINK -SP INC. 3C16X20.2 -18 -_r • RCH TRADING DATTO CONST • 1 1/2"W X 64 "L X 12"D 43 LOOR SINK DATTO CONST 2"W X 1 TD i240 250 ATER HEATER 110 5 DATTO CONST 0"DIA X 20 H NDER COUNTER 260 ND SINK DAVANCE TABCO DI -1 -10 - • RCH TRADING DATTO CONST 8"W X 121. X 10"D _.. _ 270 ICE COOKER HALLENGER 120 13 • RCH TRADING LIENT TDIA X 15 "H 80 2L �� COLORBLAST 6 LIGHT rOWER SUPPLY OLOR KINETICS OLOR KINETICS 116-000001-00 109-000008-01 1 5 ___ _ ' .8 • . • P DATTO CONST DATTO CONST • 3"W X 6.7"D X 4.5 "H 0 38'W X 10.10"D X 4.38 "H NDER COUNTER . 290 300 �.IGr�.T SYNCHRONIZER t;R PUMP OLOR KINETICS - ENA _ 103- 000001.00 j ENA 400 ..1 a 1 20 1 3 • - DATTO CONST .65"W X 2.TD X 1.0TH NDER COUNTER . _ 310 320 PAPER TOVIIEL DISP _ ____ �_�_ _. 'DATTO CONST ALL MOUNTED 330 AND SOAP DISP DATTO CONST ALL MOUNTED 340 t used . _ 350 SINK DVANCE TABCC eDV90P20 - DATTO CONST • • X 16"D X 6"H _ _ _ 3 60 IRE EXTINGUISHER DATTO CONST 370 4 - - - 380 ATER FILTER -ICE MACki. • NITOWOC ,1R -1000 � __ ___ . " DIA X 1 7" H NDER COUNTER 390 UNN WATER FILTER :UNN D -12 -TL - . __ .5" DIA X 24" H NDER COUNTER 400 PENDANT LIGHT, LOW -VOLT 12 ' • 410 SPOT LIGHT, LOW -VOLT • 12 420 CABLELIGHT, LOW -VOLT • 12 _ __ _ ____ Ci*. _Equipment Schedule (3COMPA't roM�aL:ii��.G� t:;WASHER) IS REQU�1 1'O BE LARGE ENOUGH Th A.CCOMMOOATE THE LARGEST rT 1 WASHED " ' 110 360 HOTWktEjjt R ABLE TO C� " ^M DATE ALL HOT 1'Y ATER NEEDS iw • %1‘111141161lit tis^, • \.: • ThL- OISH/1J 51'11N6 SIWK MUST 3E EQUIPPED WITh A MINIMUM Of ThREE COMPARTMEN'fS, A SPACE FOR SOLED UTENSILS THE FIRST COiPAWfMENt PND DRAit4 8OARDS FO CLFA mTt4StLSa oMMND9) 1 )ARDS AT �•,.s,< • i►.' ••. �. Last updated:04.06.04 ..L EQLJfENT AND UTENSILS MUCT E ;IN CC!FORMANCE THF CURPER w•,, n A'! •1oARDS AND LSTit$a CF THE MTONAL 4 SANITATI(E4 C JDATION (NSF 0 APPPOVa EQ TALENT. 280 300 41� 290 ' 310 J 1_4101 �410 '+ 410 t 4Ra 4t tak 170 P 0 320 y." --_ 330 260 400 410 L'80 280 1 _ / r37°4 `+ • • • • • • • • • • L240 230 270 270 C3 0 390 Equipment Layout. Scale: 1t?-1' y. �TY�OF 1UeD C IQNII.A APR 1 9 2004 PERMIT CENTER .:Y • , One new 100W panel for main service . No13-1 Elg %id - ,o = m E (162,.; = sD 2 Sing 2 i v) gcS it! gal 4 A6 • 4• 4 1 ... -. _. • • ,••••• •, . • y*ytr'r'K'•••••, ,' • • • P-4 e Z• *rs IXTURE CONNECTION SCHEDULE LARK DESCRIPTION CW HW IW SAN VENT -1 plAND SINK (ITEM 260) 1 /2" 1 /2' - 3' 2' -2 ,3 COMP SINK (ITEM 230) 1/2" 1 /2' - 2' -3 ,CE MACHINE/MAKER (ITEM 170) 1/2" - r - 2' 'P-4 WATER FILTER (ITEM 380) 1/2' - - - P-5 WATER FILTER (ITEM 390) 1/2' - - r - P -6 ELETRIC WATER HEATER (ITEM 25) 3/4' 3/4' - - P-7 MOP SINK (ITEM 370) 1/2" 1/2' - - 2" P -8 HOT WATER MAKER (ITEM 210) 1/2' - - - a P -9 TEA BREWER (ITEM 220) 1 /2' - - - - P-10 FLOOR SINK (ITEM 370) - 3' 2' PLUMBING GENERAL NOTES A. Field verify exact locations of all utility services and connections. Modify designs as required to match actual field conditions. S. All plumbing shah be concealed unless unless noted to be exposed. C. This contract shall include all connections (water, sanitary, vent, etc.) required by all fixtures and equipment for the project whether supplied by this contractor or not. All rough -in shall be as required by the specific equipments requirements. Obtain aN rough -in and connection information from owner's equipment and fixture suppliers. Some pieces of equipment may require multiple connections of a single service, contractor shall provide branch piping to all connections on equipment. All water connections to equipment and fixtures shall have stops at the wall or floor as required. Provide all required P -traps, etc. and vent piping for equipment directly connected to the sanitary system. 0. Coordinate location nad elevation of plumbing with all ductworrk, Tight fixtures and other ceiling built -in fixtures. E. coordinate all domestic water branch connection sizes and height requirements with kitchen equipment, the refridgerator case provider and the freezer & cooler provider. Include the coordiantes of aN locations of floor drains, hub drains, floor sinks and funnel drains with the architectual drawings. P -3 P -8 P -9 3#1r CW up slot, wall b P-4 extend ! from P•4 to servt P.i. P -1 F. All plumbing lines for kiosk plumbing system must be routed within kioskcabinetry and connected to a single sanitary sewer stub within the kiosk. G. Water heater must be in a 2" high drip pan with a drain to a safe waste. H. Do not attach /anchor anything to the mall floor. I. There are only penetrations for the electrical service stub, cold water stub and sanitery sewer. J. Provide backflow cxeventers at icemaker as required by City of Tukwila. PLUMBING LEGEND CW Domestic cold water FW Filtered water HW Domestic hot water SAN Sanitary --mow — Domestic cold water piping ---HW -- Domestic hot water piping --SAN— Sanitary piping valve Cr-- Drain (6--- Connect to existing RECEIVED CITY OF TuKwIu► APR 2 6 ZOO' PERMIT CENTER Revisions: t 1 Last apdated: 04.05.04 Approvals: bobachine Space #IFC 5600 Southcenter Mall Tukwila, WA 10'4 "x1T2" 136 SF Kiosk MC c4 g - 0 i , 9, um z - III is �! DIA {4oNl an OaN mai 2 .x • � � r� is -5 P -6 • awaiting abng wall Water Pipirp Plan. Scale: 1/T 01' 1.m' // • ∎� ∎�• - .INN�AONOrrOOAr. li - • . • r air admittance valve. smiting along %WI i Sanitary Plan. Scale: 1/701' Ai