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Permit D03-309 - SOUTHCENTER MALL - JAMBA JUICE - RESTAURANT
JAMBA JUICE 680 SOUTHCENTER MALL D03 -309 W Ir2 -J C.) 00 CO Cl W in CO LL WO J LL<. N Z0 hW Z �. I- O Z W U O-(9- 0 I- W UJ U O w Z U= 0 Z City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 CERTIFICATE OF OCCUPANCY ,- W r QQ t JU 00 w J= H w g Q Occupant /Tenant: JAMBA JUICE Permit No.: D03 -309 = C w Building Address: 680 SOUTHCENTER MALL TUKW z 1- Parcel No.: 2623049004 w • ? ' Property Owner: JG SOUTHCENTER LTD . • �. a 1- w I I-- O Occupant Load: 6 iii Z • = Type of Construction: VN 0 I This Certificate issued pursuant to the requirements of Section 109 of the Uniform Building Code, 1997 Edition, certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use for the following: doc: CertOcc Occupancy: 0023 Occupancy Group: B Signatur of Building Of icial ?772 23 z h1 Date THIS CERTIFICATE MUST BE CONSPICUOUSLY POSTED ON THE PREMISES D03 -309 Printed: 03 -23 -2004 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 DEVELOPMENT PERMIT Parcel No.: 2623049004 Permit Number: D03 -309 Address: 680 SOUTHCENTER MALL TUKW Issue Date: 10/21/2003 Suite No: Permit Expires On: 04/18/2004 Tenant: Name: SAMBA 7UICE Address: 680 SOUTHCENTER MALL, TUKWILA WA Owner: Name: 5G SOUTHCENTER LTD Address: 25425 CENTER RIDGE RD, CLEVELAND OH Contact Person: Name: LISA MACH Address: 705 SECOND AVE, SUITE 710, SEATTLE, WA Contractor: Name: WILCOX CONSTRUCTION INC Address: 123 4TH AVE N, EDMONDS, WA Contractor License No: WILCOC *194Q0 Phone: Phone: 206 624 -6239 Phone: 425 774 -4185 Expiration Date:12 /10/2003 DESCRIPTION OF WORK: TENANT IMPROVEMENT TO CONSTRUCT 574 SQUARE FOOT RESTAURANT IN EXISTING MALL. NO BEARING WALLS AND NO SEATING Value of Construction: $ $88,000.00 Fees Collected: $1,505.59 Type of Fire Protection: SPRINKLERS Uniform Building Code Edition: 1997 Type of Construction: VN 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: N Storm Drainage: N Street Use: N Profit: N Water Main Extension: Water Meter: doc: Devperm N N Private: N D03 -309 Public: N Non - Profit: N Public: N Printed: 10 -21 -2003 Signature: City of Tukwila Permit Center Authorized Signature: doc: Devperm Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 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 construe n or the performance of work. I am authorized to sign and obtain this development permit. Print Name: — 4-t l I l E cv1., 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. D03 -309 Date: /c' Printed: 10 -21 -2003 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 2623049004 Permit Number: D03 -309 Address: 680 SOUTHCENTER MALL TUKW Status: ISSUED Suite No: Applied Date: 10/01/2003 Tenant: JAMBA JUICE Issue Date: 10/21/2003 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 mechanical work shall be under separate permit issued by the City of Tukwila. 6: 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. 7: Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. 8: Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. 9: 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). 10: All food preparation establishments must have Seattle -King County Department of Public Health sign -off prior to opening or doing any food processing. Arrangements for final Health Department inspection should be made by calling Seattle -King County Department of Public Health, 296 -4787, at least three working days prior to desired inspection date. On work requiring Health Department approval, it is the contractor's responsibility to have a set of plans approved by that agency on the job site. 11: 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 provisions of this code shall be valid. 12: There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building Inspector. 13: ** *FIRE DEPARTMENT CONDITIONS * ** 15: Maintain fire extinguisher coverage throughout. doc: Conditions PERMIT CONDITIONS 14: The attached set of plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: D03 -309 Printed: 10 -21 -2003 .� :.ndri':.v�hit�uc'i�+r.::.i3' S�:k. by: i.. �L.u;+irt.,tl•:rt:.G:.>i4wGY:Xv; S+ii %:;itu:�uB:i City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 16: A wet chemical portable fire extinguisher having a minimum rating of 2A:1B:C:K shall be installed within 30 feet of commercial food heat - processing equipment, as measured along an obstructed path of travel. (UFC 1006.2.7). 17: 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 10 -1) 18: Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) 19: Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Exit doors shall not be locked, chained, bolted, barred, latched or otherwise rendered unusable. All locking devices shall be of an approved type. (UFC 1207.3) 20: 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) 21: Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 1207 -1212) 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: Sprinkler protection shall be extended to all areas where required, including all enclosed areas, below obstructions and under overhangs greater than four feet wide. (NFPA 13- 4- 5.5.3.1) 24: 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) 25: Contact the Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1900 and #1901) 26: All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 27: Required fire resistive construction, including occupancy separations, area separation walls, exterior walls due to location on property, fire resistive requirements based on type of construction, draft stop partitions and roof coverings shall be maintained as specified in the Building Code and Fire Code and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (UFC 1111.1) 28: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 29: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 30: These plans were reviewed by Inspector 512. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: Conditions D03 -309 Printed: 10 -21 -2003 doc: Conditions City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 I hereby certify that I have read these conditions and will comply with them 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 regulating construction or the performance of work. Signature: 3 Print Name: 4444- • >' ( ( £ D03 -309 as outlined. All provisions of law and ordinances cancel the provision of any other work or local laws Date: 10 Printed: 10 -21 -2003 Tenant Name: Company Name: CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 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 Address: C'Y7 C>° T`:LW-idget" Taamt Property Owners Name: ()Jed Name: LtSa Mach Mailing Address: 6l C00 I ()3■.(SV)ttit • } SU tie Mailing Address: 705 2d >4ve / Git 710 E -Mail Address: ptavInt'Ag e nu)ta .cow, GENERAL CONTRACTOR INFORMATION ltjt lco Can cht Mailing Address: 2-34 . 5 ave. G Contact Person: 1 1 ph •ale 'Or E - Mail Address: r rAt lle:e 3 e, • corn Contractor Registration Number: OJTI -C-0G ** RIA Q 0 Expiration Date: /2.f /0/0 * *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: ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record Company Name: P.oclerso , 1 jorrIs 1" Kant jkobs Mailing Address: j t le 4 l+on ��ritlktm e dm arch • coy-v\ r. -• t er Contact Person: DaY reAn Johns - E -Mail Address: a4)Kj E'. ab\ j . Co_y1n kapplications'permit application (3.2003) 3/2003 Page I O Building Permit Mechanical Permit . t 3:!l, :.,. Public. Works Permit No Project No. (For office use only) . King Co Assessor's Tax No.: Floor: I of 1 New Tenant: © .... Yes ..No t4hcaefr11er (!Corr ,': .3'0�.� I and 1200 / Los , CA g00Z City , State Zip Suite Number: 4i FG70 Day Telephone: city i Fax Number: edvvtond S City Day Telephone: Fax Number: City Day Telephone: Fax Number: 2oto /024 -Co23q \ \II•c aa10L{ State Zip 2041 (/25 - - DC? 3 0 t.0/ 8862.0 State Zip 42-5 /77 - -Il 'S 42 /777 -z-} / 87 State Zip got /2-to 3 -3457 sot /ZI -3sz5 C'tu; 45 City State Zip Day Telephone: Zo4a / 340 - 2-25S - Fax Number: WO/ 3 40 - 22 (o (o Altar. II AA 6 4 • 9s104 13U1LDflNU Yl!.'K1111 VK1VlA'11011 - 444 -JoJU Valuation of Project (contractor's bid pri $ 100, 000 Existing biding Valuation: $ Scope of Work (please provide detailed information): Tev -,v-rF lvy\ moge.mcv-A- . c s c- Sit4 VP. Fr. Restaorani- eaeotinal wall . - l - Inere. are no bearitn6 walls avnd no sea+iv>1 Will there be new rack storage? 0 .. Yes .. No If "yes ", see Handout No. for requirements. 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 for 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? 0 ....Yes ® ..No If "yes ", explain: k ` R ak 10 1mUraItti FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers 0..Automatic Fire Alarm 0..None ❑ . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ]..Yes (Z]..No If"yes", attach list of materials and storage locations on a separate 8 -1/2 x 11 paper indicating quantities and Material Safety Data Sheets. \applications%petmit application (3.2003) 312003 Page 2 . . ...: rA..,i...,,. -.' + 'l.-.. ,..y{;2..1R.�s.�Yvwf,+UL1E: 1•iltd Jl )'ri: � ). ;�4„..i tl4 �•`Lo', SA Existing Interior Remodel Addition to Existing Structure . New Type of • Construction per UBC Type of Occupancy per UBC I" Floor 5 S 14 0 0 V Cor inl4ereol) E3 2n° Floor. N1Pe 3'° Floor 1/6. Floors thru N/A Basement N/A Accessory Structure* Attached Garage nl //4 Detached Garage ■/A: Attached Carport N/A Detached Carport N/A Covered Deck N/A Uncovered Deck N / 1/4 13U1LDflNU Yl!.'K1111 VK1VlA'11011 - 444 -JoJU Valuation of Project (contractor's bid pri $ 100, 000 Existing biding Valuation: $ Scope of Work (please provide detailed information): Tev -,v-rF lvy\ moge.mcv-A- . c s c- Sit4 VP. Fr. Restaorani- eaeotinal wall . - l - Inere. are no bearitn6 walls avnd no sea+iv>1 Will there be new rack storage? 0 .. Yes .. No If "yes ", see Handout No. for requirements. 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 for 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? 0 ....Yes ® ..No If "yes ", explain: k ` R ak 10 1mUraItti FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers 0..Automatic Fire Alarm 0..None ❑ . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ]..Yes (Z]..No If"yes", attach list of materials and storage locations on a separate 8 -1/2 x 11 paper indicating quantities and Material Safety Data Sheets. \applications%petmit application (3.2003) 312003 Page 2 . . ...: rA..,i...,,. -.' + 'l.-.. ,..y{;2..1R.�s.�Yvwf,+UL1E: 1•iltd Jl )'ri: � ). ;�4„..i tl4 �•`Lo', SA PUBLIC WORKS PERMIT INFORMATION - 206- 433 -0179 Scope of Work (please provide detailed information): 1.1O b-k, dte 6,09 V t4+ b3^ cranes - -- re�I h \w omievyvev\ -lo CanS1113Gt Sly s. 9,er In eicr, Soo't-hcch Matt Water District N ...Tukwila ❑...Water District #125 ❑ ...Water Availability Provided Sewer District ® ...Tukwila ❑... ValVue ❑ .. Renton ❑ ...Seattle ❑...Sewer Use Certificate ❑...Sewer Availability Provided ❑ .. Approved Septic Plans Provided ❑ ...Septic System - For onsite septic system, provide 2 copies of a current septic design approval by King County Health Department. Submitted with Application (mark boxes which apply): t4ore, appkI ❑ ...Civil Plans (Maximum Paper Size — 22" x 34 ") ❑ ...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑...Traffic Impact Analysis ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) ❑ ... Hold Harmless Proposed Activities (mark boxes that apply): Acme. A(203 • ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ .. Right -of -way Use — Potential Disturbance ❑ ...Construction/Excavation/Fill - Right -of -way Non Right -of -way ❑ ...Total Cut ❑ ...Total Fill ❑...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements CI ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ ...Permanent Water Meter Size... ❑...Temporary Water Meter Size.. ❑ ...Water Only Meter Size ❑ ...Sewer Main Extension Public ❑ ...Water Main Extension Public bpplications\per,nit application (3.2003) 3/2003 Please refer to Public Works Bulletin 41 for fees and estimate sheet. cubic yards cubic yards / f 1. „ Call before you Dig: 1- 800 - 424 -5555 . Abandon Septic Tank . Curb Cut . Pavement Cut . Looped Fire Line if WOO WO# WO# Private Private ❑ .. Highline ❑ .. Work in Flood Zone ❑ .. Storm Drainage Page 3 ❑ ...Renton ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑...Deduct Water Meter Size FINANCE INFORMATION Fire Line Size at Property Line 4 ❑ ...Water ❑ ...Sewer Monthly Service Billing to: Name: tl //t Mailing Address: Water Meter Refund/Billing: Name: Nihk Mailing Address: Number of Public Fire Hydrant(s) ❑ ...Sewage Treatment Day Telephone: City State Zip Day Telephone: City State Zip •=:�u .. 4 . , ' r .: w :wt � � ,.. },'�, � r..r:. �'. a„ k.:1 �t�'t . i.•�;'x,�Mik:.4�, Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler /Compressor: Qty Furnace <10OK BTU Air Handling Unit >= 10,000 CFM Other Mechanical Equipment 0 -3 HP /100,000 BTU Furnace> LOOK BTU Evaporator Cooler 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan 15 -301- LP /1,000,000 BTU Suspended /Wall /Floor Mounted Heater Ventilation System 30 -50 HP /1,750,000 BTU Appliance Vent Hood 50+ EIP /1,750,000 BTU Heat/Refrig /Cooling System , Incinerator - Domestic Air Handling Unit <= 10,000 CFM Incinerator— Comm /Ind MECHANICAL PERMIT — 206 - 431 -3670 MECHANICAL CONTRACTOR INFORMATION Company Name: ..tINAefak tY _ Mailing Address: 51Oi5 D. - r - t - 7\10 Contact Person: Dr\I cheY - ay E -Mail Address: Use: Residential: New ....0 Commercial: New .... J or'/f , emeralda , t.orvN lS . $ - ttnso1 t Replacement ....0 Replacement ....E?" Indicate type of mechanical work being installed and the quantity below: WA- City State Day Telephone: Fax Number: 255 / 872 - 5 4'7 253/ 61Z- G of s — 1 Zip Contractor Registration Number: g` I~MER,PtP.Xo et- Expiration Date: q / / /05- **An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** Valuation of Project (contractor's bid price): $ 12�QO� • Scope of Work (please provide detailed information): eRO,/(A (t) roof moir-ierl unit and I nk_clor doc:\ or 664 :amba acc. • Inc.,‘■ad€ea ih oar ape uii 1i be: 4 1. Fuel Type: Electric Er Gas ....Er Other: 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 AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: Mailing Address: /OS arl Me. , 'ij}�, 710 City Vpptiauonstpermit application (3.2003) 3/2001 Page 4 '1 VS Date: Print Name: _1„,10._____631/4),_ M2>cln J tortr)€ A��ztaieS Day Telephone: 211X, Co7-4 —foZ '9 UJk 9S19 State Zip Date Application Accepted: / - ©l o3 Date Application Expires: Staff Initials: off sieSi z RECEIPT ,1 Z` � Parcel No.: 2623049004 Permit Number: D03 -309 Address: 680 SOUTHCENTER MALL TUKW Status: APPROVED u o Suite No: Applied Date: 10/01/2003 w w Applicant: SAMBA MICE Issue Date: -I H w 0 ?- g J Receipt No.: R03 -01271 Payment Amount: 860.59 u- co D Initials: BLH Payment Date: 10/21/2003 01:04 PM H w User ID: ADMIN Balance: $0.00 z H I-0 z F- Iii Ill Payee: WILCOX CONSTRUCTION INC v o 0 c22 at`- Ill w H U Type Method Description Amount U. O Payment Check 051101 860.59 w w U O~ TRANSACTION LIST: ACCOUNT ITEM LIST: Description doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 BUILDING - NONRES 000/322.100 STATE BUILDING SURCHARGE 000/386.904 Account Code Current Pmts 856.09 4.50 Total: 860.59 39:1.0 10/21 9716 TOTAL 860.59 Printed: 10 -21 -2003 z Parcel No.: Address: Suite No: Applicant: Receipt No.: Initials: User ID: Payee: doc: Receipt Payment ACCOUNT ITEM LIST: Description City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 2623049004 680 SOUTHCENTER MALL TUKW JAMBA JUICE R03 -01196 SKS 1165 JAMBA JUICE TRANSACTION LIST: Type Method Check 839674 BUILDING - NONRES PLAN CHECK - NONRES Description Account Code 000/322.100 000/345.830 RECEIPT Permit Number: Status: Applied Date: Issue Date: Payment Amount: Payment Date: Balance: Amount 645.00 Current Pmts 53.66 591.34 Total: 645.00 D03 -309 PENDING 10/01/2003 645.00 3243 10/02 9710 TOTAL 645.00 10/01/2003 02:53 PM $860.59 Printed: 10 -01 -2003 Z I - Z : �w 6 0 0 ( 0 J H • w w 2 u. = • d w I z F I— 0 Z 4— uj 0 O � O I-• w • uy F. O w Z. U = . ~O H z Project: / ♦ V G>' lG _ Type of spect'on: 1 / ,....�. —� / Ad resd s Nose r4�L Date Called: // - /9 ,- a3 _-.. Special Instructions: /q,4 MAYS p2J G d Date Wanted: c a.m.. — �� o�0' \P.m. Register: �a1qiv Pho i rye .).. / 7 45/7 .,, ',.7 'r - Thw v. T`^y?'.c'.r:.'";r •77. 77o77 w .7., g,' .m: G'+ar+.. r • Rv . ' INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved_ or applicable codes. 'INSPECTION RECORD Retain a copy with permit (206)431 -3670 El Corrections required prior to approval. COMMENTS: 0 /47 2// 1 ors w. / ,11/7,4 d Si / ✓ i7 .eft/ 2 , •1w. Date: / /— z v 7.00 REINSPECT ON FEE REQUI D. Prior to inspection, fee must be aid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 7e, Project: -1 A�tm & +e.." of I pectin w-1k Ad re :: v S• C�.�(t!\�l\ Date Called: t 1— I m -02, Special Instructions: Date Wanted: 1\ — to -02, a.m. p.m. Requester: c"O■J Phone No: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION : 6300 Southcenter Blvd., #100, Tukwila, WA 98188 pproved per applicable codes. El Corrections required prior to approval. COMMENTS: Insd ctor:. Receipt No.: INSPECTION RECORD Retain a copy with permit C .,/1".."-7 Date: J 1.. ) 47.00 REINSPECTIO FEE REQUIRE . Prior to inspection, fee must be paid at 1300 Southcenter Blvd., Suite 00. Call to schedule reinspection. Date: PERM (206)431 -3670 Prjct: II A r^ W er..�'t.l o .f' Type of Inspection: -� S (1P & t A \, ..k.- P C+- ( J Address: . (e)So <-7•C fA r( CaIIAd: 4\ Date ct t3 ! r c t t -( O Special Instructions: Date Wanted: a.m. t k - 1 r,, - 0-2) P.m. Requester: Phone No: ao (,,-- 'c k ``1 -13 i INSPECTION RECORD Retain a copy with permit INSPECTION NO. PER CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. • 18 6orrections required prior to approval. COMMENTS: e A- - - N.‘=, pie-\ ; ,- j n 1�' t t - IEhi.tcr- ree 19 ci? r �z��e •� fie•{. c.. .„,17, 4,0 a�.r 1 C.( p / M-fi t Ov...A '! pr& L 4 r S 4.-A .YJ I S 3 (` NecLI -1 e tor: _ 6 7 7.00 REINSPECTI FEE REQUI ED. Prior to inspection, fee must be aid at $300 Southcenter Blvd., Sure 100. Call to schedule reinspection. Re eipt No.: Date: 1 Date: Pr ect: / n • . ( � Type of I spection: Address:. r ( lo 5,(., Date C lied: i f 7/ , S ecial Instructions: . Date Wanted: I� r a.m. Requester: h - 1 - A 7-) Phone No: pproved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 SouthcenterBlvd., #1 Q0, Tukwila, WA 98188 fl03- aq (206)431 -3670 Corrections required prior to approval. COMMENTS: Date: / /o 3 �, $47.00 REINSPECTI 1'FEE REQGIRED. Prior to inspection, fee must be h 4 • paid at X300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: IL Pr 'ect: lA A ✓X4 c if .r C Type o inspection: ti 7.Q . i i k R s :. ( }''� f A et I ` Date ailed: C2 03 Special Instruction Date Wanted:- a.m. I j t7 c3 Requester: .r/1 1 f? l6Cat f . N Phone No: Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECT'ON NO. . . CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 COMMENTS: orrections required prior to approval. // / 441Am $47.00 REINSPECT! FE REQUIRED. Prior to inspection, fee must be paid at 1300 Southce ter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 1 Pr-ojeGt: / -/ �ij1 .! �//C5 . Type spection: mig'(.� Ad KO S N A , " z Date CaJl�dr� v ^C2 3 Special Instructions: Date Wanted: / ".2- -D 3 p.m. Requester: �Na/IN h Po iyo )er - /3/7 !G1 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD Retain"a copy with permit (20•)431 -3670 a Corrections required prior to approval. COMMENTS: P er Po . 7 Copn /144° El .00 REINSPECTION FEE QUIRED. Prio to inspection, fee must - be id at 6300 Southcenter Blv ., Suite 100. all to schedule reinspection. Re - ipt No.: Date: // - 7 - Date Prod ct: )&471417) a 31,c, cc, Type of Inspection: /� 1,{,d • r.v X .; Adc res Q Q bt.../ L C t put( ' DateCalled: ! 12.r Special Instructions: Date Wanted. i/ Z� a.m. c Requester. -01/? 1 --= Phone No. p -7 INSPECTION NO. INSPECTION RECORD Retain a copy with permit 3 PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 31 -3670 roved per applicable codes. El Corrections required prior to approval. COMMENTS: 00 REINSPECTION FEEftEQUIRED. Pri d at 6300 Southcenter Blvd., Suite 100. Recept No.: Date: r to inspection, fee must be all to schedule reinspection. Date: gee . • tl '• • , e " • - 6 pr. II . • . Sprinklers: 4%1 Fire Alarm: Hood & Duct: Halon: Monitor: Pre-Fire: Permits: Authorized Signature City of Tukwila Fire Department Thomas P. Keefe, Fire Chief . Project Name Jovvibof :Address TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Zetain-current inspection schedule •- Needs shift inspection 'Approved without correction notice V Approved with correction notice issued (7 0 FINALAPP.FRM Rev. 2/19/98 Steven M. Mullet, Mayor Permit No. 1)(73-50 Suite # . • - '1 //3 Date T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206-575-4404 • Fax: 206-575-4439 Project Info Project Address =0WN1Dax. - SNicx. So AAV tvAede mck.\k Date 9/Z,g103, _ SO Sou' vehx # F 6'70 For Builds wise CITY OF TUKWILA , PERMIT CENTER Tu)Cw41s- Laua gZ177 Applicant Name: �, so, ma.. Applicant Address: nos '2.14, Ave.. 4 7(O sejazitijoi 4tto Applicant Phone: Lac_ 6 L,l _ 6239 Location (floor /room no.) f i Occupancy Description Fixture Description Number of Fixtures Watts/ Fixture • Watts . Proposed Ca �te;.A. Ga sh Troo• St-e. 01/41Aoj.L..4 Ska,** LSZ oz. C� 1t.:e.". :a.sk V- co:, (. S 310 At. s 0.2 W/ft fl rj 2 [1 711113 Outdoor Areas 0 W Total Proposed Watts may not exceed Total Allowed Watts for Exterior Total Proposed Watts ` 'Bldg. (by facade) 0.25 W/ft Bldg. (by perim) Location (floor /room no.) f i Occupancy Description Allowed Watts per ft " Area in ft2 Allowed x Area o i Ca �te;.A. Ga sh Troo• t. T3 (C S LSZ oz. C� 1t.:e.". :a.sk V- co:, (. S 310 At. s 0.2 W/ft fl rj 2 [1 711113 Outdoor Areas Location Description Allowed Watts per ft or per If Area In ft2 (or If for perimeter) Mowed Watts x ft (or x It) Covered Parking (standard paint) 1A,.0. , 0.2 W/ft CITY OF -freivii0YE0 T1$( .A Covered Parking (reflective paint) 0.3 W/ft Open Parking 0.2 W/ft fl rj 2 [1 711113 Outdoor Areas 0 W Total Proposed Watts may not exceed Total Allowed Watts for Exterior Total Proposed Watts ` 'Bldg. (by facade) 0.25 W/ft Bldg. (by perim) 7.5 Wilt — 1, : r ,l Note: for building exterior, choose either the facade area or the perimeter method, but not both) Total Allowed Watts rrupuseu i..ignung vv auage knxier><ury the default table In the NREC Technical Reference Manual may also be used. Location Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Wick. Total Proposed Watts may not exceed Total Allowed Watts for Exterior Total Proposed Watts Lighting Summary LTG -SUM 2001 Wa Forms state Nonresidential Energy Code Compliance Fo s Project Description ❑ New Building ❑ Addition ® Alteration ❑ Plans Induded Refer to WSEC Section 1513 for controls and commissioning requirements. Compliance Option 0 Prescriptive '® Lighting Power Allowance Q Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) Alteration Exceptions (check appropriate box) 2001 Wa in t t t onr si a ti Ener Code om.liance Form ❑ No changes are being made to the lighting ❑ Less than 60% of the fixtures a aximum Allowed Lightin Wattage (Interior sa =' 9tvfLC Ifft3u iScreased Revised June 2002 -KJM ** From Table 15-1 (over) - document all exceptions on form LTG -LPA Total Allowed Watts' • . .� Notes: 1. Use manufacturer's listed maximum input wattage. For hard -wired ballasts only, the default table In the NREC Technical Reference Manual may also be used 2. Include exit lights unless less than 5 watts per fixture. . ... Proposed Lighting Wattage (Interior Ust all fixtures. For exempt lighting, not exception and leave Watts/Fixture Wank. • Total Proposed Watts may not exceed Total Mowed Watts for Interior aximum Allowed Lightin Wattage (Exterior Total Proposed Wa Use mfgr listed maximum input wattage. For fixtures with hard -wired ballasts only, i1A7r2rit Number of Watts/ Watts Location Fixture Description Fixtures Fixture Proposed 01 Customer Recessed Downlight L01 3 34 102 01 Customer Track L07 2 50 100 01 Customer Recessed Downlight L03 4 50 200 02 Service Recessed Spot L05 3 50 150 02 Service 2'x4' Recessed Fluor. L06 1 54 54 03 Back Area . 2'x4' Recessed Fluor. L06 1 54 54 04 Office 2'x4' Recessed Fluor. L06 1 54 54 Total 714 Lighting Permit Plans Checklist 2001 Washington State Nonresidentlal Energy Code Canpitanee Forma LTG -CHK Revised June 2002 - KJM Project Address 6'84 s�ac�.ea., tor. 4 F6?O'Cvkw�∎w l gl1$g ,Dace 9 /01/03 in the , The following information is necessary to check a lighting permit application for compliance with the lighting requirements 1994 Washington State Nonresidential Energy Code. Applicability i (yes, no, n.a.) Code Section I Component Information Required I Location on Plans I Building Department Notes LIGHTING CONTROLS (Section 1513 . y`S 1513.1 Local control/access Schedule with type, indicate locations E Zb V S 1513.2 Area controls Maximum limit per switch EL. b PO 1513.3 Daylight zone control Schedule with type and features, indicate locations HA vertical glazing Indicate vertical glazing on plans „ overhead glazing Indicate overhead glazing on plans u: S 1513.4 Display /exhib /special Indicate separate controls C' . ° Ik.4. 1513.5 Exterior shut -off Schedule with type and features, indicate location (a) timer w/backup Indicate location (b) photocell. Indicate location & • 1513.6 Inter. auto shut -off Indicate location 1Ab 1513.6.1 (a) occup. sensors Schedule with type and locations ' . .._ . Kp -• • - 1513.6.2 - (b) auto. switches Schedule with type and features (back -up,: overlde capability); Indicate size of zone on plans • - -- •- . 4 1513.7 . Commissioning Indicate requirements for lighting controls commissioning . . a.a: • • • Lighting Sum. Form . Completed and attached. • ' Schedule with fixture types, . lamps, ballasts, watts per fixture IElec motor efficiency IMECH -MOT or Equipment Schedule with hp; rpm, efficiency: i iku • ' ad s If "no" is circled for any question, provide explanation: ":.: • r :.. . ' . iC6 :t+ Y a:: aL J+... ceu :.•.i�::so « -.:n • .+.w .aj:iue + 11 A • 11 •t -t- l•1 a 4- 1i- t • O•- One -t o • 11 Lighting Power Allowance Adjustments LTG -LPA 2001 Washington State Nonresidential Energy Code Compliance Forms Adjusted Lighting Power Allowances (Interior) "" From Table 15 -1 based on exceptions listed In footnotes Revised June 2002 - KJM P l ro j ec t Address 6StsO w "[� So��t�•��� 61'1 0 +�kt,.wt \ Wa q�! 'ISSf Date Lt103 Use this form If you are claiming any ceiling height adjustments for your Lighting Powel Allowances for interior lig 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 ft location on LTG -SUM. Location (floor /room no.) ai Occupancy Description Allowed Watts per ft " L5 Ceiling Height for this room lo 6 Ceiling Height limit for this exception ** 9.` Adjusted LPA Watts per ft LS 3 Z ~ W re 6 _1 0 00 U) 0 J H w 0 5 u_Q tn: = a ~ w z I t— I-0 Z E- W w O • N O 1- W W 0 r- ll. z W — • I O 1. z '07/21/03 MON 14:32 FAX 1 206 340 2266 ABKJ Structural Calculations for the: FILE COPY JAMBA JUICE TENANT IMPROVEMENTS WESTFIELD SHOPPING TOWN Tukwila, WA Submitted To: Daemis and Myers Architectural Alliance, Inc. 301 West 5400 South #200, Salt Lake City, UT 84107 Tel: (801) - 263 -3457 Fax: (801) -263 -3529 B Andersen Bjornstad Kane Jacobs, Inc. Consulting Civil and Structural Engineers 800 Fifth Avenue- Suite 3800 Seattle, WA 98104 -3103 Tel: (206) -340 -2255 Fax: (206) -340 -2266 ABKJ # 03085.00 CITY OF T1A APPROVED OCT 2 O 2003 AS WED RECEIVED c11 , OF TUKWILA OCT `` O C l) PERMIT CENTER re1002 :tz . �ci:: ti�i; a✓ N: i2ta, A- is�i+ wsixra. l' /�u..r..l:✓..Lr.A5.ttgM+::.uvi: RWATMAVAINY ''07/21/03 MON 14:32 FAX 1 206 340 2266 ABKJ INDEX TO COMPUTATIONS: LOFT FRAMING DESIGN: PAS Structural Computations ---------------- - - - - -- -- _ - - - - -- Bl — B4 LOFT LATERAL DESIGN: Structural Computations - --- -- ------- ---- -- --- - -- Ll -- L9 LOFT DETAILS: Structural Details -------------- ---- rr- "wwrr-- ---- -- D1-- DS 0003 - 07/21/03 MON 14 :32 FAX 1 206 340 2268 ABKJ ANDERSEN BJORNSTAD KANE JACOBS • INC. Consulting Civil and Structural Engineers SEATTLE, WASHINGTON ABKleabkj.com PROJECT SUBJECT: ,&G,0ARe / 1 ?"4mf» G n14414)0 .972 t ` ` s4-d_1 EA.* -on a r GV 9 - C/er7424/1-.1 c44 i i t4 , . • 3 ' 5 # V L . C . D W 145 Pe On 6» ; 0, // 3 $' ;N Jr p / •1a7/,; A/VG7/PGe. Fevovre D /.sr 04r ofeivAla 6 0,C (Fy 4 n k.r • /78. 4 , 4 X 0, f 9 a, 7 -‹. JOB # 6 3 0 M 0 0 DATE jic J7.[, 1 11 3 BY: as; ,7O Jraev S►1EET# el /8 1 Il / 0.j1/A A Z004 004 (o '�A' 1 g GA 643 g 0 .3111 , , 3 Z133 Atli '07/21/03 HON 14:33 FAX 1 206 340 2266 ABU Zf*1,6 6J l/S F t 10 P- ,14) // a /, /t lMAX . Sees', ' c7? ow ov cte(PPtfe► 4 Cato • v Imo ` 6 c.� LAA /7/ 1/'c • P=c. •a ? o; • o(= 0. St z C ? 4, -r7 goi ANDERSEN BJORNSTAD KANE JACOBS • INC. Consulting Civil and Structural Engineers SEATTLE, WASHINOTON ABKJa bkj.com PROJECT: artvieA 4.7(//c, SUBJECT: �. _Fieitnik, 4 7 Citt Le, r "oot ,T0 /JT t NT/0— MAMA 0,6 ( 1 331rrt Q .9 IA /d I/ d �� en. ✓44 JOB * &.3 0 rs, 0 a DATE /1 ' " e3 BY: L.a.S, ■TONMJ7 # le./8f 154 14 vo v-P " lv Li. / r 64,4 S1E 3t)(Jr Q. L¢ " d -4 i ' 33 kri A ©i B ZOO C /GA 3-14.1. 133 3 Description F Flat Slab LLoads Using Live Load This Span ?7 Y Yes Dead Load W Wft 0 0.280 Live Load W Wit 0 0.100 Point #1 DL k k 0 0.300 LL k k 1 1.300 .! X f ft 7 7.500 Point #2 DL k k 0 0.300 LL k k 0 0,700 @ X f ft 1 16,500 1 {results B Beam OK Mmax © Cntr k k -ft 1 18,51 ©X = f ft 1 11.52 Mn " P11l k k -ft 2 22.67 Max c Left End k k -ft - -38.89 Mn 'Phi k k -ft 4 41,69 Max @ Right End k k -ft - -38,92 Mn • Phi i it-ft 4 41.69 Bending OK Shear @ Left k k 9 9.14 Shear (83 Right k k 8 8.59 Reactions & Deflections '07/21/03 MON 14:33 FAX 1 206 340 2266 ABKJ Lw IZav! ser K t1.,V.,L1.9, a2JumlWe,wn3Z Multi -Span Concrete Beam m e e CNummx Description Check Existing Flat Structural Slab for Loft Reactions General Information Fy 60,000.0 psi Pc 3,000.0 psi Concrete Member Information DL @Left LL @ Left Total @ Left DL @ Right LL @ Right Total ■, Right Max. Deflection @X= Inertia : Effective k k k k k k In ft 1n4 3.66 2.36 8,02 3,66 2.04 6.70 -0,549 11.84 460.41 Title : Jambe Juice Westfield Shopping Town Job * 03055,00 Dsgnr. D.S> Johnston, P.E. Date: Description : Framing Design for Loft Floor ex;/or Scope : Page 1 QA 03095lenglneenenerCalc .em:CalculaYons , Calculations are designed to ACI 318-95 and 1997 UBC Requirements 2006 ACI Dead Load Factor 1,40 All Spans Considered as Individual Beams Stirrup Fy 0.0 psi ACI Live Load Factor 1,70 Z Z re w 6 i 0 O 0 • 0 wi- (O w 2 g Q cn = a I— La Z = W � U a O = CI I— w w. U. O . . Z w . U z ( ( ..07/21/03 MON 14 :33 FAX 1 206 340 2266 ABKJ (44 000 Ueu: KW-080114, Vet 5.1.3, 2240.1920, W1632 (e) 1113.110 ENERCALC Description Shear Stirrups Stirrup Reber Area in2 0.000 Spacing Left In Not Req'd Spacing Cft .21L in Not Req'd Spacing GI .4'L in Not Req'd Spacing @ .6'L in Not Req'd Spacing @ .8'L in Not Req'd Spacing @ Right in Not Req'd Query Values Location ft 0.00 Moment k -ft -38,9 Shear k 9,1 Deflection in 0.0000 Multi -Span Concrete Beam Check Existing Fiat Structural Slab for Loft Reactions Title : Jambe Juice Westfield Shopping Town Degnr: D.Sa Johnston, P.E. Date: Description : Framing Design for Loft Floor Scope : 007 Job 0 03055.00 War Page 2 :1030851en neerlenercalc.ecw:Cal(,ylallorn '07/21/03 MON 14:34 FAX 1 206 340 2266 ABKJ ANDERSEN BJORNSTAD KANE JACOBS • INC. Consulting Civil and Structural Engineers SEATTLE, WASHINGTON ABKjeabkj.com PROJECT : ./IM ( t/ /C: SUBJECT: 44 L et") 4i47 c. ,,t e ?er y.r F )i., '02 4- 6 ' ----40 • Pa le rAC, PRA 4 a •-wo $ 6 SAi r , 6- a a,34 51 ,s,/ c. APPOwe a Type 4 ,G a y R 2, e Colrvr c.csvti- o o c. ti 01w y � 2.5-- w (so> . R A 1. 14 r 6R/1e. -0. -5 Sty v odck o, t 3 k 22 A f- 27E.5` /c,"+ 71-/P /Cri-i• Pa?e ? "'We reit r 40, C4J ,' �L fi ag1r c . —f P• Q 2 /to p c1sievelv :sEts'ft/ G C x� G. o A ©J 6 JOB # 0_3 8'S", o • DATE /$ t7!/es iQ s BY: S. h/✓f L / ` f Zoos 07/21/03 HON 14:34 FAX 1 206 340 2266 ABKJ C: \SPRO2002 \STAAD \Loft frame.std 07/18/03 16:05:53 STAAD SPACE START JOH INFORMATION COS NAME Jamba Juice JOB CLIENT Daems and Myers Architectural Alliance JOB NO 03085.00 ENGINEER NAME DSJ CHECKER NAME DSJ APPROVED NAME DHB ENGINEER DATE le- Jul -03 END JOB INFORMATION INPUT WIDTH 79 UNIT FEET KIP JOINT COORDINATES 1 0 0 0; 2 9 0 0; 3 0 0 8; 4 9 0 8; 5 0 7.5 0; 69 7.50; 7 0 7.5 8; 8 9 7,5 8; MEMBER INCIDENCES 1 1 5; 2 3 7; 3 4 8; 4 2 6; 5 5 6; 6 7 8; 7 5 7; 8 6 8; MEMBER PROPERTY AMERICAN 1 TO 4 TABLE ST TUB40404 5 TO 8 TABLE ST TUB60404 UNIT INCHES RIP CONSTANTS 829000MEMS1.TO8 POISSON 0.3 MEMB 1 TO 8 DENSITY 0.000283 MEMB 1 TO 8 ALPHA 6.5e -006 MEMB 1 TO 8 UNIT FEET KIP SUPPORTS 1 TO 4 PINNED LOAD 1 DL + LL SELFWEIGHT Y -1 MEMBER LOAD 5 6 UNI GY -o.25 LOAD 2 SEISMIC JOINT LOAD 5 TO 8 FX 0.16 LOAD COMB 3 DL + LL + SEISMIC 1 1.0 2 1.0 PRINT ALL PDELTA ANALYSIS PRINT. BOTH PRINT ANALYSIS RESULTS CHECK CODE ALL FINISH Pages 1 01009 07/21/03 MON 14 : 34 FAX 1 206 340 2266 ABU Job roe Jamba Juice Software licensed to ASKJ client Deems and Myers Architectural Alliance Print TIme/Datei 18/0712003 1604 6. ............ kip . 1 -o.230 8/ ... .... in \Mon 0.202 In \ \ DL + LL + SEISMIC WADING AND DISPLACEMENT Job NO 03085.00 PM STAAD.Pro for Windows Release 2002 Ref By DSJ Bete -J3 Cbd DSJ Loft frame.std Da 1e 15:54 6204 In 'N. 1. In : 0.206 In 1 ctA i ' xko.202 In eo klp x; 0.204 In \ I : kips Maxi ... 0.202 In ....... itiso Klp Sheet No aim 4.34- Rv Print Runt of 3 07/21/03 MON 14 :34 FAX 1 206 340 2286 ABKJ Job Title Jamba Juice Software licensed to ASKJ morn Daems and Myers Architectural Alliance MIL Print Time/Date: 10071200316:04 DL + LL + SEISMIC LOADS AND BENDING DIAGRAM Pert Rd STAAD,Pro for Windows Release 2002 Job No 03085.00 Sheet No oy DSJ 03 ! 6 18 -Jul-03 2 oho DSJ Fi1° loR frame.std Dau/fm• 18-Jul-2003 15:54 Print Run 2 013 z = Z W C QQ J U 0 co 0 W = w W WO Q � • c I z � � O z t- w U 0— ct— W • U _ lL r O .• W U= O 1 ' z 07/21/03 HON 14 :35 FAX 1 206 340 2266 ABKJ Software licensed to AMU Job Title Jarnba Juice Client DBMS and Myers Architectural Alliance DL + LL + SEISMIC REACTIONS Print TimodDatet 18/07/200315:04 Ni X 31 .0.065 kip Y a 1.082 kip Z s 0.004 kip MX = FREE MY = FREE MZ o FREE N3 X = -0.085 kip Y a 1.082 kip Z • -0.004 kip MX • FREE MY • FREE MZ = FREE N2 X = -0.256 kip Y = 1.618 kip Z 0.004 kIp MX = FREE MY • FREE MZ • FREE STAAD.Pro for Windows Release 2002 Job No 03085.00 Part Ref 07 DSJ File Loft frarne.Std N4 X 4255 kip Y ■ 1.616 kip Z = -0.004 kip MX = FREE MY d FREE MZ = FREE Shoat No 3 Detat 8-Jul-03 ;1012 owns,' Rev DetaRime 184ui- 200316 :54 Print Run 3 of 9 07/21/03 MON 14:35 FAX 1 206 340 2266 ABKJ ROY: 510800 vim KW- 010114, Vor 5.1.3, 22.Nn.1BY5. WIn IG 118340 ENERCA .0 Description General Information Steel Section : TS6X4X1 /4 Center Span Left Cant, Right Cant Lu : Unbraced Length Distributed Loads i Moments DL LL ST Start Location End Location Dead Load Live Load Short Term Location S um m ary Using: TS6X4X1 /4 section, Span • 9,00ft, Fy 46,0ksi End Fixity = Pinned - Pinned, Lu = 0.00ft, LDF = 1.330 Actual Moment 2.689 k -ft fb : Bending Stress 4,380 ksi fb l Fb 0.159 :1 Shear 1,462 k iv : Shear Stress 0.487 ksi iv / Fv 0.028 :1 Force & Stress Summary Max. M + Max. M - Max. M t Left Max. M ® Right Shear @ Left Shear ttp Right Center Defl. Left Cant Deft Right Cant Deft .,,Query oefl @ Reaction @ Left Reaction @ Rt Section Properties Depth Width Thickness Area Design Perimeter Steel Beam Part of Moment Frame # 1 0.050 0.200 #1 # 2 -0.480 -1,920 9.000 I Maximum 2.69 k -ft 1.20 k 1.46 k -0.061 In 0,000 in TS6X4X1 /4 6.000 in 4.000in 0.250 in 4,691n2 9.00 ft 0.00 ft 0.00 ft 0.00 ft # 2 Box Section fails 1.5.1.4.4 with Depth } 6"Tf Steel Beam Design Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requirements Pinned- Pinned Em Wt. Added to Loads LL & ST Act Together # 3 # 3 0.30 1,20 0.30 1,20 Weight 1 -yy S -xx Sly # 4 # 4 Allowable 16.943 k -ft 27.600 ksi 27.600 k 18.400 ksi Title : Jambe Juice Westfield Shopping Town Dsgnr. D,S ' Johnston, P.E. Data: Description : Framing Design for Loft Floor Scope: 15.59 #/ft 22.10 in4 11.70 in4 7.367 in3 5.850 in3 #5 # 6 Fy Load Duration Factor Elastic Modulus r -xx r -yy Page 1 %o3095\e , ineer\enercalc,ecw:Calculatlon, #6 # 6 Max. Deflection Length/DL Deft Length/(DL+LL Deft) 46,00ksi 1.33 29,000.0 ksi 1.20 0.30 1,20 0.93 k 1.46 0.30 1.20 1.46 k Job # 03085.00 6 4/c„, # 7 k/ft k/ft k/ft ft ft #7 k -ft k -ft k -ft ft Beam OK Static Load Case Governs Stress «- These columns are Dead + Live Load placed as noted -> DL LL LL +ST LL LL +ST Only a Center , (c4 Center c52 Cants JP Cants 0.66 2.89 2.10 k -ft -1,92 k -ft k -ft k -ft 0,93 k 1,46 k -0.015 -0,061 -0.042 0,000' 0.000 in 0.000 0.000 0,000 0.000 0.000 in 0.000 in 0.000 0.000 0.000 0.000 0.000 in 0.000 ft 0.000 0.000 0.000 0,000 0.000 in -0.061 in 7,148,7 :1 1,765.5 : 1 2.194 in 1.597 in E i 013 J '07/21/03 MON 14 :35 FAX 1 206 340 2266 ABKJ PN; 510900 Uwr1QN01 .r5.1,1,224un1g99,wk,92 eam Design Page 2 :1030851en9lneerlenercalc.acw :Cale_ Description In Tergri . Perimeter et Beam Part of M ment Frame Sketch & Diagram 0.4111111 IT Mman a 2.71 oft Oman • .0.0011n Rman • 1.10511 Wow Ion■1.1VSk limall • 1.152% Wax rl • 1.407% Title : Jambe Juice Westfield Shopping Town Job 0 03085,00 Dsgnr. D.S> Johnston, P,E, Date: Description : Framing Design for Loft Floor Scope : .1,41 1 0.73" 121 Meer Laid 111 :III 1ir'II I':LI''II li li _ • ^Ill'I : 16 - " - 11 ° 13 1 'IIi ; I 11 i 1 t ]I t' illi It ; I I �t _ -.. F 1 II I 1111 1 . 'I !, °1111 ifI1I;1 II II - E - - - -_ I,, '1:,l. lI! I11 1i:; li ''•II'VI'11 ,plt', 1I 1 I . . .._._..._. ' "I :!111 III :II IIIi1111 :11111 tlI II 1 1 1111 I, H,' 11 'I',i•I I Illil II Dr, _ - a. -- 0.75 N.tMkq Momwrl tar -0.01 .ia 1191 •,„ . , 'III ‘ 1 , 1: 1 : , III . I. '1•;11' 1411,...111, 1,91 icr•4 , 1 11 11 iII 1111Pbi4•,I 1: ��i 1 „„11,,:1,1.1 111"1 II i1 1'1 11•'U0,' 11 1' 1 I111111 i �i 1 ' 111 I : _ I I ' I•. 11: 61 rlf11 119111; 'll!11111' I ' r l ll 1 1 1 '1;1 1:11• I LI''11 1:'� 11'I! J i 1 ' L !PI16;, ' . II:L:II � !III ' 11'I' 1 P� , : I�!�,;L111i! I I'11; :116'11I!!Irll!.f'• - — 1NI I•I I I' 1: � !I � 11 IIll' ! i i�1 i: ,P11,1111.11 11 .:I'I'I'q •i, ,I. • }_.... .1;1Ii' :1'111111 1 '91 , i1h,111iGG11!I1 111!'1111191111'1111 11,111 _.._ '1 :11.1 ''1 111. 111; 119,111 — ..1 - .... ' ri11 i ii1 •1'Il 11.1 1 t11f I1 fl.' 1111 i °,a_.. � . . _t ..... — .J.. ,._ i ?1dili --�- -- -_ --- oul y Donation On) t,oeilao iuc41 emg.. .. "lid ' L I -1 • — 1 � .. � ..1 location NOM M.rnoer 111) LD 4ou io,iaM.men 01) X 014 } _.....L ......... . ...... .. r•p.00 '••••.•'w - 07/21/03 MON 14 :36 FAX 1 206 340 2266 ABKJ Ray: 510300 Uw; KW.O10114, V.r 5,13, 22Jun.1555, WIn32 c_ 'rw ENERCALC Description General Information Typical Column as Part of Moment Frame 1111111111114, Steel Section TS4X4X1/4 Column Height 7.500 ft End Fixity Fix -Pin Live & Short Term Loads Combined V o tt omemimaimmommimommumminumummummo Axial Load... Dead Load 0.30 k Live Load 0.72 k Short •erm Load 0,59 k Applied Moments X -X Axis Moments DL At TOP Between Ends At BOTTOM Summary Stresses Steel Column Elastic Modulus 29.000,00 ksi X -X Unbraced 7,500 ft Y -Y Unbraced 7.500 ft Scope : Section : TS4X4X1 /4, Height = 7.50ft, Axial Loads: DL = 0.30, LL Et 0.72, ST Unbraced Lengths; X -X = 7.50ft, Y -Y = 7,50ft Combined Stress Ratios Dead Llve AISC Formula H1.1 AISC Formula H1 - 2 AISC Formula H1 -3 0.0087 0,0210 XX Axis : Fa calc'd per 1.5-2, K•Ur > Cc sty Axis : fa calc'd per 1.5.2, K•Ur> Cc Allowable 8. Actual Stresses Fa : Allowable fa : Actual Fb:xx : Allow (F3.11 lb ; xx Actual Fb:yy : Allow [F3.1) fb : yy Actual Analysis Values F'ex : DL +LL Fey : DL +LL Fex ; OL+LL +ST Fey : DL+LL +ST Max X -X Axis Deflection 9,572 psi 9,572 psi 12,731 psi 12,731 psi -0.029 in at Calculations are designed to AISC 9th Edition ASD and 1997 UDC Requirements Fy 48.00 ksi X -X Sidesway : Sway Allowed Duration Factor 1.330 Y -Y Sidesway: Sway Allowed Dead Live 9.57 ksi 9.57 ksi 0.08 ksi 0,20 ksi 30.36 ksi 30,36 ksl 0.00 ksi 0.00 ksi 30,36 ksl 30.36 ksi 0.00 ksi 0.00 ksi Cm :x DL +LL Cm:y DL +LL Cm:x DL +Lt, +ST Title ; Jamba Juice Westfield Shopping Town Jab $ 03085.00 Dsgnr: ID.S> Johnston, P.E, Date: Ii 8/4.1 Description : Framing Design for Loft Floor Kxx Kyy *1030851e , ineerlenercal Eco. for X -X Axis Moments in Ecc. for Y -Y Axis Moments in 0.85 0.85 0.85 Cm :y DL +LL +ST 0.85 5.000 ft Max Y -Y Axis Deflection 1.92 k -ft k -ft k -ft Column Design OK 0.59k, Ecc. = 0.000in DL + LL DL + ST +,(LLif Chosen) 0.0297 0.1741 DL + LL DL + Short 9.57 ksi 12,73 ksi 0.28 ksi 0.45 ksi 30.36 ksi 0.00 ksi 30.36 ksi 0,00 ksi Height 0.000 ft 40,38 ksi 5.61 ksi 40,38 ksi 0,00 ksi 2.100 2.100 Cb:x DL +LL 1.75 Cb:y DL +LL 1.75 CO( DL +LL +ST 2.30 Cbry DL +LL +ST 1.75 0.000 in at 0.000 ft Page Calculations 0 015 i z w � aa 2 J U 00 W = w IL Q I W z i - Z 1- U � 0 I H O W Z U = F. 0~ z ti .. 07/21/03 MON 14:38 FAX 1 208 340 2288 ABKJ Row: 510300 UM`, KW-060114, vrrr 5,1.3, 22444.1400, W1n32 (a) 16046 ERERCALC Description Sketch & Diagram * 4 ' I 2 1 . O.3t 0.721 Mal ST - 450t Typical Column as Part of Moment Frame Section Properties TS4X4X1 /4 Depth 4.00 in Weight Width 4.000 in Area Thickness 0.250 In 7.51' Tide : Jambe Juice Westfield Shopping Town Job 4 03085.00 Degnr: D.S> Johnston, RE, Date: Description : Framing Design for Loft Floor scope: Steel Column Page 2 :103Oe5\en,'neerle ercalc,ecw:Caiwiatlona 12,19 4/ft I -xx 8.22 in4 3.59 in2 • I -yy 8.22 in4 S 4,1101n3 S - 4,1101n3 r -xx 1,5131n ryy 1.513 in l2) 016 (q! WToo : 004, U.46, RT.1.1Ht4t — 0 z . �z. „ w. 6 JU O 0 co 0 co Lu J H W O g u_ = • d H = Z � l— Z i-' 0 0. 0— O 1— w w 1 - • U u. O . co W Z O — O Z hyp0.7i4# NOM: Ty/S L , ci If 6,v D T� SU/ r go P. r Gr Ve i.04-D, ,4 Ge rx, LMr (fi6"/ ~ST a Ro rrE1?. 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Afg8 p Qo&J r ��'NB� .rp„ /M° C) conk wi 6 C MN To (E) :S'7. uc GaN G�� SL�3 A B IJ ,9'k" V .4,. i,, MAYES TESTING ENGINEERS, INC. •�. .:: ws�rt" ys November 24, 2003 City of Tukwila Building Department 6200 South Center Blvd Tukwila, WA 98188 -8188 Attn.: James Dunaway Re: Jamba Juice Southcenter Mall Tukwila, WA MTE Project No. S3063 Gentlemen: al.7 . R es" VED ' D E C/ 0 1 2 o glal t im u ivity FINAL LETTER Permit No. D03 -309 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 This is to inform you that registered special inspections have been completed for this project as per our reports, copies of which have been sent you. To the best of our . knowledge, all work inspected was either performed in accordance with, or corrected to conform to, the city approved drawings, or engineer approved changes. Special inspection was provided for: Reinforced concrete We trust that this provides you with the information that you require. Should you have any questions, give us a call. Sincerely, MAYES TESTING ENGINEERS, JN . Michael S. Dolder, P.E. Vice President Cc: • Ralph Milleson, Wilcox Construction MSD:rsm Everett Office 917 -134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 z 1 Z re 6 '~ W 00 N o. CO ILI J = H Wu_ w g- u. w a = w z I .... O . z f- U � O N oF- w w U u ' ~ O ` w z U N O z MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Owner: Architect: Engineer: Contractor: Page 2 Date: Weather: Inspection: S3063 JAMBA JUICE SOUTHCENTER Southcenter Mall #680, Tukwila, WA West Field /Jamba Juice Daems /Myers ABKJ Wilcox Construction 11/20/03 Rain Reinforced Concrete Arrived onsite to perform a final inspection of reinforcing steel in structural slab repair. Reinforcing steel and bar couplers were placed and installed according to engineer's drawing SK2, and according to bar couplers manufacturer's instructions. Monitored the placement of approximately ( %) cubic yard of concrete, mixed onsite by Cascade Mobile Mix. Concrete contained (6) sacks of cement per yard. Concrete was placed by wheelbarrow and consolidated by rodding. Sampled concrete and cast (4) 6x12" concrete test cylinders to verify 3000psi requirement. No exceptions were noted. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. REVIEWED BY: `Mark A. Galusha, P.E. cc :Ralph Milleson - Wilcox Construction 0 INSPECTOR: Paul Myers Everett Office 917 -134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 MAYES TESTING ENGINEERS, INC Project : Client: Wilcox Construction Client Address: 234 Fifth Avenue South Edmonds, WA 98020 Contractor: Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : Sample Temp. I (ASTM C1064) 56 ° Jamba Juice Southcenter TI Pachometer Wilcox Construction 40 F Rain Concrete Cascade Moble N/A Onsite Slump (ASTM C143) 6" Date Receiv 11 -21 -03 Placement Location and Notes II Date Made 11/20/2003 11/20/2003 Remark: Sample # 0002 0002 0002 0002 Entrained Air (ASTM C231) Ok 11/20/2003 60632 12/18/2003 28 11/20/2003 60633 112/18/20031 28 CONCRETE LABORATORY TEST REPORT FIELD DATA (ASTM C31 and C172) Design J Mix Proportions: Design Strength (fc): 1/2 yard mixed and placed in structural slab hole repair in Jamba Juice. Mixed on site. COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Lab # Date Tested Age (day) Load (lbs) Size (in) Dia (in) Surface Area Strength (psi) Failure Code 60631 60634 11/24/2003 1/15/2004 4 56 Inspector(s): Paul Myers Tested by: Dale Yoder 6x12 100410 1 6x12 6x12 6x12 5.99 Reviewed by: NOTES: Failure descriptions for samples tested with neoprene pads are not reported. S = Shear, C = Cone, CSp = Cone and Split, CSh = Cone and Shear, Col = Columnar FC - Field Cure Project No: S3063 Issued on: 11 -24 -03 Permit # (s): D03 -309 Original: Revised: ❑ 28.18 3000 psi @ 28 days 3560 Everett Office 917 - 134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 " 1" " " Michael S. Dolder, P.E. Technical Director Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE Form #150, Rev 3, 7 -0 NOU -24 -2003 16:21 MAYES TESTING ENGINEERS MAYES TESTING ENGINEERS, INC. November 24, 2003 City of Tukwila Building Department 6200 South Center Blvd Tukwila, WA 98188 -8188 Attn.: James Dunaway Re: Jamba Juice Southcenter Mall Tukwila, WA MTE Project No. S3063 Gentlemen: FINAL LETTER Permit No. D03'30 425 745 1737 P.02/04 Everett Office 917-134th Street SW Sulfa A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503281.7515 fax 503,281.7579 This is to inform you that registered special inspections have been completed for this project as per our reports, copies of which have been sent you. To the best of our knowledge, all work inspected was either performed in accordance with, or corrected to conform to, the city approved drawings. or engineer approved changes. Special inspection was provided for. Reinforced concrete We trust that this provides you with the information that you require. Should you have any questions, give us a call. Sincerely, MAYES TESTING ENGINEERS . Michael S. Dolder, P.E. Vice President Cc: Ralph Milleson, Wilcox Construction MSD :rsm -A , S,.3 �' ,i; LtAr:.::i:i • ?•'s.`:6t�n�;• .:: C,6�d q': <'.'».;.'......�i • NOV-24-2003 16:21 MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Owner: Architect: Engineer: Contractor: Page 2 Date: Weather: Inspection: REVIEWED BY: S3063 JAMBA JUICE SOUTHCENTER Southcenter Mall #680, Tukwila, WA West Field /Jamba Juice Daems /Myers ABKJ Wilcox Construction 11/20/03 Rain Reinforced Concrete MAYES TESTING ENGINEERS Arrived onsite to perform a final inspection of reinforcing steel in structural slab repair. Reinforcing steel and bar couplers were placed and installed according to engineer's drawing SK2, and according to bar couplers manufacturer's instructions. Monitored the placement of approximately ( cubic yard of concrete, mixed onsite by Cascade Mobile Mix. Concrete contained (6) sacks of cement per yard. Concrete was placed by wheelbarrow and consolidated by rodding. Sampled concrete and cast (4) 6x12" concrete test cylinders to verify 3000psi requirement. No exceptions were noted. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. Mark A. Galusha, P.E. cc:Ralph Milleson- Wilcox Construction INSPECTOR: Paul Myers 425 745 1737 P.03/04 Everett Office 917 -134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 1 0029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253,584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503281.7515 Fax 503.281.7579 NOU -24 -2003 16:22 MAYES TESTING ENGINEERS MAYES TESTING ENGINEERS, INC tii,lr'i'r ; Contractor: Wilcox Construction Air Temperature: Weather. Product Supplier Ticket Number : MixDesign ID Sample Temp. (ASTM C1064) Date Made 111/20/200 3 1 11/20/2003 1 40 F Rain Concrete Cascade Moble N/A Onsite Slump (ASTM C143) CONCRETE LABORATORY TEST REPORT Project : Jamba Juice Southcenter TI Pachometer Client: Wilcox Construction Client Address: 234 Fifth Avenue South Edmonds, WA 98020 Entrained Air (ASTM 0231) Original: Q Revised: ❑ FIELD DATA (ASTM C31 and C172) Design Mix Proportions: 58 ° F 6" % [Date Receiv 11 -21 -03 Placement Location and Notes 1/2 yard mixed and placed in structural slab hole repair in Jambe Juice. Mixed on site. 0002 60632 12/18/20031 28 Design Strength (Pc): COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Project No: S3063 Issued on: 11 -24-03 Permit # (s): D03 -309 425 745 1737 P.04/04 3000 psi © 28 days Everett Office 917 -134th Strout SW Suite A - Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Sample # Lab # Date Tested Age (day) toad (Ibs) Size (n) Dia (in) Surface Area Strength (pal) Failure Code 0002 160631 11/24/20031 4i 1Q0410 [ 6 x 12 15,99)1 28.18 1 1_ � 1 ~ 1 • 16x12 h 1L_. I f --- 111/20/20031 0002 160633 12/18/2003 1 6 x 12 •, — 1 L, J • 0002 6063411/16/2004 56 1 1 6 x 12j L 1 11 1.11/20/2003 Remark: 28 Inspector(s): Paul Myers Tested by: Dale Yoder 1 Reviewed by NOTES: Failure descriptions for samples tested with neoprene pads are not reported. • S = Shear, C = Cone, CSp = Cone and Splt, CSh = Corte and Shear, Col = Columnar FC • Field Cure Michael S. Dolder, P.E. Technical Director 1 Information in this report applies only to the actual samples tested end shall not be reproduced without the approval of Mayes Testing Engineers. lnc. LITE Fonn #150, Rev 3, 7.0 TOTAL P.04 Client Name: Contact: Client Address: Date: Supplier: Plant Number: Mix Number: Truck Number: Ticket Number: Number of Samples: Yards placed: Design Strength: SGA Corporation 1501 North 200th St. Shoreline, WA 98133 10/31/03 Miles 1 01500 M751 111903 3 12/12 3000 Field /Material Report '"�59�" ., vvrw.s•••r r �. = , q mn:me ram p,». ,zinc T�2�,8Qtitt ve N Pa .I' '8 . • ?�R. �. z L:C+te r wuv }•.:•.;Sia`f , ,' nrr + ly7ise• Inspector3: Sample ID Test Date Age Size Area Set # 37644 11/7/03 7 6 X 12 28.26 1/1 Distribution: a Client ❑ Contractor Engineer ; _ Owner ;yl Municipality '_ Distribute Other Architect 7 Distribute Other 3 Project Number: Permit # Project Name: Address: Air Temperature: Concrete Temperature: Air Content: Slump: Time Sampled: Added Water: Admixtures Report Number: 26814 52 69 ASTM C 1064 ASTM C 143 4 1/2 ASTM C 231 12:20:00 PM 03 -270 D03 -245 Southcenter Corporate Square Building 9 665 Andover Park W. Inspection Performed: Reinforced Concrete Location: See below Grid Lines /Location: Loading dock footing Remarks: Resteel was inspected and found acceptable by City Inspector (James Dunaway). Clearances are acceptable. Observed placement and mechanical consolidation of approved mix. Sample was taken at point of placement, during placement via pump and hose and is representative of entire pour. Conforming to approved plans Inspector: Thompson, John THO 76 433 Inspector2: Reviewed: Anderson, Kim Total Load PSI Method Fracture Type 102020 3610 C 1231 Pad Cap Date Mailed: Tested By: Mike Holtz Reviewed: Alan Hale All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except In full, without the written consent of A.A.R. Testing Laboratory is strictly forbidden nv. �aS: ui. r.=. tLUd+:.:. :ss«6+'t:,ti'1:,,`�•.';f.#ir.:�; .:�Eix:.:, Field /Material Report Report Number: T12 60,8014Y,, ve14.g. r �,$0 aSult ''? c .. f ?u i J'£i.1!! 'inn. a , o1N, ■ ao�ne4Z5f88 88015 ?.N�.: ! S+R_�1;.!i?'j� •, l� . TM" "i h7£�3i.tl :'�t� ;Mi §7y;V,w:• }stbli;aLkF Client Name: Contact: Client Address: Date: 11/6/03 Supplier: Plant Number: Mix Number: Truck Number: Ticket Number: Number of Samples: Yards placed: Miles 1 640AF3 M751 112169 3 13.5 Design Strength: 3000 SGA Corporation 1501 North 200th St. Shoreline, WA 98133 37907 11/13/03 7 6 X 12 28.26 1/1 Distribution: SA Client Engineer Municipality Architect _i Contractor Owner - D istribute Other - D istribute Other 3 Air Temperature: 55 Concrete Temperature: 67 Air Content: Slump: Time Sampled: Added Water: Admixtures 15.9oz. 4 1/2 12:15:00 PM 4 gallons by contractor All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except in full, without the written consent of A.A.R. Testing Laboratory is strictly forbidden Project Number: 03 -270 Permit # D03 -245 Project Name: Southcenter Corporate Square Building 9 Address: 665 Andover Park W. ASTM C 1064 ASTM C 143 ASTM C 231 Inspection Performed: Reinforced Concrete Location: See below Grid Lines /Location: Retaining walls for loading dock Remarks: Resteel was inspected by Dave Larson with The City of Tukwila. Clearances were acceptable. Observed placement and mechanical consolidation of concrete. Sample was taken at point of placement, during placement via pump and hose, in wall and is representative of entire pour. ® Conforming to approved plans Inspector: Thompson, John THO 76 433 Inspector2: Inspector3: Reviewed: Anderson, Kim Sample ID Test Date Age Size Area Set # Total Load PSI Method Fracture Type 106010 3750 C 1231 Pad Cap Date Mailed: Tested By: Mike Holtz Reviewed: Alan Hale ': nL• 2ia: udti' ....!L«.z1,i'.,.wtw- ::.,.la 4w.:�rt;...s;,�.;:.a.uc,:;�ri. < s;. i:.s :i.c.::r�:.;C�tia:.aS.S..r.,szt i;; iYf..«.. w. w..;, s:�tut- 'va,7uiw...w:,::....,'ii 1 Public Health Seattle & King County HEALTHY PEOPLE. HEALTHY COMMUNITIES. Alonzo L. Plough, Ph.D., MPH, Director and Health Officer August 12, 2003 Jamba Juice Southcenter Mall 680 Southcenter Pkwy # F -670 Tukwila, WA 98168 RE: JAMBA JUICE SOUTHCENTER MALL 680 SOUTHCENTER PKWY TUKWILA, WA 98168 Dear Ms. Mach: We have approved the plans for your food service establishment. Your establishment has been assigned the following business identification number (SR #1062488). Please use this SR# in all future contact with us. Before you open for business, you must complete the enclosed application for a permit and return with the correct fee of ($486.00) for a (6315) permit. If you open before you obtain your permit, your permit fee will be double. Before you open you need to schedule a pre - operational inspection by the Health Department. Although your application for a food service establishment permit from Public Health Seattle and King County will be approved during this inspection, you may need to obtain additional permits or approvals from other agencies. It is the responsibility of the food service establishment operator /owner to obtain all necessary permits and approvals. Operating the establishment without these required permits or approvals may subject you to legal action by the appropriate agencies. If you open without health inspection, you may be closed. Once your plumbing permit has been finalized, contact me at (206) 205 -1903 to schedule the pre - operational inspection. Failed pre- operational inspections will require a $100.00 fee for a repeat inspection. Be sure all other business inspections are done (plumbing, building, etc.) before you call for your Health Department inspection. Should you have any questions or need additional information, please give me a call. Sincerely, ike Milbach, Plans Examiner MM:mh Enclosure Alder Square Environmental Health Services 1404 Central Avenue South, Suite 101 • Kent, WA 98032 T (206) 296 -4708 F (206) 296 -0163 • www.metrokc.gov /health RECEIVED CITY OF TUKWILA PERMIT CENTER City of Seattle Gregory J. Nickels, Mayor 0 King County Ron Sims, Executive s:�t. w:'r >ttae_`cicii(imJ.W.Tiilu .ti.'ri?;'1.'odr ti MAILING ADDRESS (if different from above): Public Ilealth — Seattle & King County Environmental Health Division - Licenses and Permits 2124 - 4th Ave; 4th Floor, Seattle, WA 98121 (206) 2964632 APPLICATION TO OPERATE A PERMANENT FOOD SERVICE ESTABLISHMENT S f (0 4. 2 48i BUSINESS NAME AND ADDRESS PLEASE CHECK ALL BOXES THAT APPLY: ❑ Permit Renewal ❑ New Operation • ❑ Change of Name* *If name change, what was previous name? ESTABLISHMENT INFORMATION El Sole Owner ❑ Corporation ❑ Partnership WHAT CLASSIFICATION ARE YOU APPLYING FOR? (See reverse) If a restaurant or tavern, what is seating capacity? If a restaurant, is establishment 100% non - smoking? ❑ Yes If a grocery store, # of checkout stands? If demonstrator, indicate product, operational location and phone number If seasonal, list months of operation. From ❑ No To ❑ Change of Ownership MANAGER/OPERATOR NAME Name 1. 2. Address OWNERSHIP INFORMATION NAME OF OWNER (if partnership, list names of all partners. Attach additional sheets if necessary) Phone IMPORTANT MESSAGE TO APPLICANT: Please complete all information requested above and return this form and your check made out to SKCDPH to the address at the top of this form. Failure to fully complete form may result in it being returned for completion. All permanent food establishment permits expire on March 31st of the permit year. Renewal applications are mailed each year in late February. This office should be notified of any change in your mailing address. if you do not receive a renewal application by February 28th, please notify this office at the phone number listed above. Late fees are charged if permits are not renewed prior to expiration. Signed Date OFFICE USE ONLY PERMIT RECORD ID (PR#) APPROVED ❑ SIGNED DISAPPROVED ❑ DATE FEE SCHEDULE (See reverse side of this form.) ' S FEE $ '1 PRORATION PERIOD (10/1 thru 3/31 = 1/2 annual fee) $ PENALTY . $ TOTAL FEE DUE .S +cF( OOD SERVICE FEE SCHEDULE - CLASS CODE RESTAURANTS _ _ . 6301... Seating Capacity 1 -75 $561 6302 Seating Capacity 76 -150 $617 6303 Seating Capacity 151 -250 $712 6304 Seating Capacity over 250 $736 CATERERS (if not part of another food service establishment) 6310 $502 FOOD- PROCESSOR (5.37) 6314 $486 FOOD - PROCESSING ESTABLISHMENTS 6315 $486 SNACK BARS (no food preparation) 6316 $372 MOBILE FOOD SERVICE UNITS 6320 Mobile Food Carts, base fee $392 6325 Additional locations, each $251 6326 Restricted Mobile Food Vehicles, base fee $375 6330 Additional vehicles, each $338 6331 Unrestricted Mobile Food Vehicle, base fee $454 TEMPORARY FOOD SERVICE ESTABLISHMENTS - Food service establishment operating at a fixed location for not more than twenty -one (21) consecutive days in conjunction with a single event or celebration. (See fee schedule on Temporary Food Service Application) FOOD DEMONSTRATORS 6340 $166 FOOD PROMOTERS 6341 $307 TAVERNS (no food preparation) 6342 $319 GROCERY STORES 6350 Less than 4 checkout devices $179 6351 4 or more checkout devices $233 BED AND BREAKFAST 6370 Continental Breakfast $222 6371 Full Service Breakfast $394 RETAIL BAKERIES 6380 $357 REDUCED FEE ESTABLISHMENTS - Religious, charitable, or educational organization or institution with an Internal Revenue Service 501(C)(3) nonprofit tax - exempt status operating a food service establishment. 6390 $ 113 School luncheon 'A fee for applicable category above Vending facility under the supervision of the Washington State Commission for the Blind .''A fee for applicable category above PLAN REVIEW AND REINSPECTION FEES New construction $277 Remodel $211 Multiple permits in one facility (2 +) (each) $139 Resubmittal (per hour) Cost of Service Subsequent pre- occupancies, on -site inspection prior to plan submittal, or on -site inspection when no plan review is required $100 Temporary establishment (see Temporary Application Form) Second reinspection ''A fee for applicable category above Permit reinstatement fee following permit suspension Full annual permit fee for applicable category LATE FEES Annual permits, 10 -30 days 25% Annual permits, more than 30 days 50% School lunchroom -0- Seasonal permit $ 25 MISCELLANEOUS FEES Duplicate permit $ 25 Change of name, no other change $ 25 Request for variance $154 Check returned by the bank $ 25 Processing of a refund $ 25 After hours inspections requested by food establishment owner Cost of Service Provided, that lithe application pertains to a seasonal food service establishment or a food service establishment that is to be operated only after October 1st in any year, the applicable permit fee shall be one- half(1 /2) the annual fee specified above. J /Application to Operate a Permanent Food Service Establishment - 12/16/02 Available in alternative format upon request pursuant to ADA rw r� ` +rrc[!F*Caau#HVt��9 d� ». idt::x►rrnwu.. ,w .. . w,s;uc;s' S oa; r Freshly-squeezed, pure and sweet, wheatgrass, orange, carrot, lemonade and other tasty combos! Choose the size that's right for you! Small, Regular, Power Vibrant C° Loaded with 1200 % of Vitamin C. Slushy blend of fresh squeezed orange juice, pineapple juice, .bananas, honey and botanicals. Orange Juice Freshly- squeezed with a sweet, pulpy taste. Carrot juice The other orange juice. Freshly - squeezed carrots juiced to sweet perfection . , . high in vitamin A and beta carotene. Hot 'Hot, savory, nutritious and ma from delectable veggies, broths seasonings In a variety of Jamba'sChick••. 'odie" Savory go oth with hor- mone- icken, egg noodles, c< , onions and celery. . • A bundle of energy, vitamins and minerals in enticing and original flavors... the perfect complement to smoothies, soups and Arias. Pizza Protein" Boosted with 9 grams of Protein Mind Over Blueberry" Boosted with Ginkgo Biloba We are proud to be a part of your taste buds and nourish y nutrient-rich foods. , . We started out in 1990 in Calif minded people, one store and dream was to make healthy liv gathered the best fruits, veget of the earth... and we spun the 5 -a -Day creations for you to e Today we bring all of this good enthusiastic team members ar the best possible service. JAM BA means ''to celebrate." blended with love from the hig mixed and matched, tasted an celebrate, .. Jambal. . • Jamb Goodness We vow to please y in great taste and n yop with bright smile bath time you wall We ilromise to pursue ingredients and to sh best all - natural good preservatives, flavors, your total satisfaction, with your lamba ' • know, and we'll r0,1 • • just right ;� ° J 1 At Jamba...It'sw —Tea Orange /Carrot Fruits and veggies unite in freshly- squeezed love! Orange /Banana Tangy, mellow and smooth all atonce! Lemonade Made with freshly- squeezed lemon juice and white grape juice. No sugar added. Wheatgrass Liquid sunshine... squeezed Into a single shot. Essential amino acids, enzymes, chlorophyll, vitamin C & K, folk acid, and all the Important minerals including iron, potassium and selenium.. Wheatgrass comes In 1 or oz shots! am Beyond Broccoli" Creamy broccoli with potatoes, ilk, onions, spinach and a hint of e . San '• -.: Corn" A spicy c • • with corn, potatoes, milk, green c '', anions. Ask about Today's lam Tasty, all-natural, good-for-you and served warm...anotherperfect complement. Sourdough Parmesan Such a lucky combination of flavors together! Apple Cinnamon Sweet and cinnamony... in delicious harmony. Traditional Bavarian Taste why this is a tradition. pi MICRO COM SYSTEMS LTD. ATTENTION The next image may be a duplicate of the previous image. M Please disregard previous image. Please disregard previous 2 images. Please disregard previous 3 images. I I n Other: .1N91A111000 9H1 J0 kuivno 9H1 01 9n0 SI _u 30110N SIHI NVHI ?:IV310 5991 SI 91AIVIA SIHI NI1N31/111100CI 3H1 Al :30110N Freshly-squeezed, pure and sweet, wheatgross, orange, carrot, lemonade and other tasty combos! Choose the size that's right for you! Small, Reaular, Power Vibrant Ce Loaded with j200 % of Vitamin C. Slushy blend of fresh squeezed orange juice, pineapple juice, bananas, honey and botanicals. Orange Juice Freshly-squeezed with a sweet, pulpy taste. Carrot Juice The other orange juice. Freshly- squeezed carrots juiced to sweet perfection . high in vitamin A and beta carotene. Hot Orange/Carrot Fruits and veggies unite in freshly-squeezed love! Orange/Banana Tangy, mellow and smooth all at once! Lemonade Made with freshly-squeezed lemon juice and white grape juice. No sugar added. Wheatgrass Liquid sunshine.. . squeezed into a single shot. Essential amino acids, enzymes, chlorophyll, vitamin C & K, folic acid, and all the important minerals including iron, potassium and selenium. Wheatgrass comes in 0T2 OZ shots! amb Hot, savory, nutritious and ma [ram delectable veggies, broths seasonings in o variety of jamba's Chick odLe Savorygol oth with hor- mone- icken, egg noodles, , onions and celery. Beyond Broccoli- Creamy broccoli with potatoes, ilk, onions, spinach and a hint of e. San'' Co rn- A spicy ch -r with com, potatoes, milk, green ch - snions. Ask about Today's lam no nnnn unuuuu P! A bundle of energy, vitamins and minerals in enticing and odginal flavors...the perfect complement to smoothies, soups and juices. Pizza Protein Boosted with 9 grams of Protein Mind Over Blueberry- Boosted with Ginkgo Biloba Jamba Juice Goodness Guarantee We vow to please you with the ultimate, in great taste and nutrition and to serve '- yon with bright smiles in a vibrant store ach time you walk through our doorl ' We promise to pursue only the highest-quality ingredients and to share with you only the best all-natural goodness with no artificial - preservatives, flavors, or colors. We celebrate your total satisfaction, so if you're not happy 1, with your jamba experience let us know, and we'll find a solution . -"- just right for youl • • -°‘ _At Jamba... irs what we love to dol —Team Jamba • Tasty all-natural, good-for-you and served warm...another perfect complement. Sourdough Parmesan Such a lucky combination of flavors together! Apple Cinnamon Sweet and cinnamony ... in delicious harmony. Traditional Bavarian Taste why this is a tradition. ro order .. . ©Choose any all - natural Smoothie OAdd a Free Jamba Boost (it's easy ... ask usl) @Pick the right size for you (Regular or Power Size) Jamba Smoothies are the tastiest way to get to yours -a -Day. (five servings of fruit a day) • Power Smoothies' 1 Boosted to meet life's needs. Jamba Powerboost° Powered from 5 Jamba Boosts. Frr 'queened orange juice,. stra.. .errles, raspberries, bananas, sorbet Calories 440 Carbs 103 g Fat 1.5 g Protein 6 g Fiber 7 g Kiwi Berry Burner Promotes weightmalntenance with chromium and other botanicals. KlwiJuice, strawberries, peaches, nonfat frozen yogurt, sorbet Calories 470 Carbs 112 g Fat o g Protein 4 g Fiber 5 g Banana Berry'" . fipple- strawberryjuice, hlueberries, bananas, raspberry she -Lot, nonfat frozen yogurt :a ; 47o Carbs 112 g Fat 1.5 g 'rotein 5 g Fiber 5 g Mango- A- Go -Go" Dasslonfrult -mango juice, mangos, pineapple sherbet :alories Soo • Carbs 1i7g Fat 2 g Protein 4 g Fiber 4 g Caribbean Passion" Dassionfrult- mango Juice, straw peaches, orange sherbet :alories 44o Carbs 1oz g Fat 2 g 3 roteln 4g Fiber 4 g Coldbusteri° • Combats colds with zioo % D. V of Vitamin C and Echinacea. Fresh squeezed orange juice, peaches, bananas, orange sherbet Calories 43o Carbs loo g Fat 2.5 g Protein 5 g Fiber 5 g Protein Berry Pizzazz" Packed with over zograms of protein formuscle maintenance and sustained energy. Soymilk, straw- berries, bananas, agave nectar Calories 490. Carbs 1oz g Fat 1.5 g Protein z1 g Fiber 6 g More Smoothies Strawberries Wild° Apple- strawberry juice, strawber- ries, bananas, nonfat frozen yogurt Calories 450 Carbs 105 g Fat o g Protein 6 g Fiber 4 g Orange -A -Peel" Fresh squeezed orange juice, strawberries, bananas, nonfat frozen yogurt Calories 44o Carbs 102 g Fat 1 g Protein 9 g Fiber 5 g Citrus Squeeze" Fresh squeezed orange juice, pineapple juice, bananas, straw- berries, orange sherbet Calories 450 Carbs 93 g Fat 2 g Protein 4 g Fiber 5 g Orange Berry Blitz" Fresh squeezed orange juice, blue- berries, strawberries, pineapple sherbet Calories 410 Carbs 94 g Fat 2.5 g Protein 5 g Fiber 5 g Razzmatazz° Raspberry juice, strawberries, bananas, orange sherbet Calories 480 Carbs 112 g Fat 2 g Protein 3 g Fiber 4 g Ever, More Smoothies Aloha Pineapple" 'Pineapple juice, strawberries, bananas, pineapple sherbet, non- fat plain yogurt Calories 470 Carbs 89•g Fat 1.5 g Protein ' 7 g Fiber 5 g )) Cranberry Craze° Cranberry juice, strawberries, blue- berries, nonfat plain yogurt, rasp - berry sherbet . Calories 420 Carbs 97 g Fat 2 g Protein 6 g Fiber 4 g Chocolate Moo'd" Naturally flavored chocolate milk, nonfat frozen yogurt, sorbet Calories 690 Carbs 141 g Fat 8 g Protein 16 g Fiber 2 g Creamy indulgences packed with protein and calcium All nutritlonals are for regularsize smoothies. Berry Lime Sublime' Raspberry juice, strawberries, rasp- berries, lime sherbet Calories 450 Carbs 104 g Fat 2 g Protein 3 g Fiber 6 g Peenya Kowlada° Pineapple juice, coconut, bananas, pineapple sherbet, nonfat frozen yogurt _ Calories 65o Carbs 118 g Fat 5 g Protein 8 g Fiber 3 g Peach Pleasure° Peach juice, peaches, bananas, orange sherbet Calories 460 Carbs 108 g Fat 2 g Protein 4 g Fiber 5 g Peanut Butter Moo'd" Naturally flavored chocolate milk, soymilk, nonfat frozen yogurt, peanut butter, bananas Calories 80 Carbs 139 g Fat 22 g Protein 23 g Fiber 5 g RECEIVED OCT 0 6 2003 PUBLIC TUKWILA UBLI QRKS RECEIVED CITY OF TUKWILA .j 2003 PERMIT CENTER - 1)O3.30'? To order .. .©choose any all - natural Smoothie ()Add a Free Jamba Boost (it's easy ... ask us!) @Pick the right size for you (Regular or Power Size) Jamba Smoothies are the tastiest way to get to yours -a -Day. (five servings of fruit a day) Jamba Powerboost` Powered from Jamba Boosts. Frei queened orange juice, str'r....jerries, raspberries, bananas, sorbet Calories 440 Carbs 103 g Fat 2.5 g Protein 6 g Fiber 7 g Kiwi Berry Burner Promotes weightmaintenance with chromium and other botanicals. Kiwi juice, strawberries, peaches, nonfat frozen yogurt, sorbet Calories 470 Carbs 112 g Fat o g Protein 4 g Fiber 5 g Banana Berry"' Apple- strawberry juice, blueberries, bananas, raspberry she-Lot, nonfat frozen yogurt Ca! , 47o Carbs 112 g Fat 1.5 g Protein 5 g Fiber 5 g Mango A Go - Gc' Passionfruit -mango juice, mangos, pineapple sherbet Calories 500 Carbs 117 g Fat 2 g Protein 4 g Fiber 4 g Caribbean Passion" Passionfruit -mango juice, straw- " berries, peaches, orange sherbet Calories 440 Carbs 102 g Fat 2 g Protein 4g Fiber 4g Power Smoothies' Boosted to meet life's needs. More Smoothies Coldbuster!° Combats colds with 2100% D. V. of Vitamin Cand Echinacea. Fresh squeezed orange juice, peaches, bananas, orange sherbet Calories 430 Carbs ioo g Fat 2.5 g Protein 5 g Fiber 5 g Protein Berry Pizzazz" Packed with overzo grams of protein for muscle maintenance and sustained energy. Soymilk, straw- berries, bananas, agave nectar Calories 490 Carbs 102 g Fat 1.5 g Protein 21 g Fiber 6 g Strawberries Wild° Apple - strawberry juice, strawber- ries, bananas, nonfat frozen yogurt Calories 450 Carbs 105 g Fat o g Protein 6 g Fiber 4 g Orange - A - Peel" Fresh squeezed orange juice, strawberries, bananas, nonfat frozen yogurt Calories 440 Carbs 102 g Fat i g Protein 9 g Fiber 5 g Citrus Squeeze' Fresh squeezed orange juice, pineapple juice, bananas, straw- berries, orange sherbet Calories 45o Carbs 93 g Fat 2 g Protein 4 g Fiber 5 g - 1N3Wl0Oa 3H1 JO kLilVfO 3H1 Ol 3la SI II 3011ON SIH. NVHl21V310 SS3l SI 31111VNA SIHI NI 1N3Wf10Oa 3H13i :3011ON Even More Smoothies Orange Berry Blitz" Fresh squeezed orange juice, blue- berries, strawberries, pineapple sherbet Calories 410 Carbs 94 g Fat 2.5 g Protein 5 g Fiber 5 g Razzmatazz Raspberry juice, strawberries, bananas, orange sherbet Calories 480 Carbs 112 g Fat 2 g Protein 3 g Fiber 4 g Aloha Pineapple" Pineapple juice, strawberries, bananas, pineapple sherbet, non - fat plain yogurt Calories 470 Carbs 89•g Fat 1.5 g Protein 7 g Fiber 5 g Cranberry Craze° Cranberryjuice, strawberries, blue- berries, nonfat plain yogurt, rasp- berry sherbet Calories 420 Carbs 97 g Fat 2 g Protein 6 g Fiber 4 g Chocolate Moo'd° Naturally flavored chocolate milk, nonfat frozen yogurt, sorbet Calories 690 Carbs 141 g Fat 8 g Protein i6 g Fiber 2 g Berry Lime Sublime" Raspberry juice, strawberries, rasp- berries, lime sherbet Calories 450 Carbs 104 g Fat 2 g Protein 3 g Fiber 6 g Peenya Kowlada° Pineapple juice, coconut, bananas, pineapple sherbet, nonfat frozen yogurt _ Calories 65o Carbs 118 g Fat 5 g Protein 8 g Fiber 3 g All nutritionals are forregularsize smoothies. Peach Pleasure° Peach juice, peaches, bananas, orange sherbet Calories 460 Carbs 108 g Fat 2 g Protein 4 g Fiber 5 g Creamy indulgences packed with protein and calcium Peanut Butter Moo'd" Naturally flavored chocolate milk, - soymilk, nonfat frozen yogurt, peanut butter, bananas Calories 846 Carbs 139 g Fat 22 g Protein 23 g . Fiber 5 g 4u get u FREEJamba Boost with every Smoothie igh quality, multi- ingredient, effective supplements to boost aurbody and mind... designed to target your o ur daily nutritional and wellness needs th simple, sensible solutions! to Boost" al, Vital Health -Q � ; urish the whole body with i00% DL_o f 20 vitamins and minerals like f'. D, E, K, and all the B's, along tlytalcium, magnesium, zinc, and enium. This pure blend ensures Pc and efficientabsorption for J ! body nourishment. tbtein Boost" Ltscle Maintenance %Sirstained Energy he.on ofsoy protein amino acids to help your body rI rnuscles and repair and :od uce cells found in bone, n;:irair and internal organs. lip Boost - . find Body Energy i`tiulate body and mind,. fight e; and increase staminawith titi`an Ginseng, Ginkgo Biltiba, Other energy producing mans and minerals. `U nity Boost" (Body Defense rice . year lmalunesystem, fight ess an d eep yourdefenses • 'di Boa% RDI o f vitamin C, RDl ofvitaminsA, E, zinc, nt herbs like echinacea, and rful antioxidants to combat dicals. 'et of fer may vary by location. :5/01 Fiber Boost" Total Digestive Health Promote total digestive and circulatory health with more than 6 grams of soluble and insoluble fiber to help improve nutrition absorption, and lower cholesterol. Active cultures stimulate your immune system and help protect against infecrion. Femme Boost" Designed specifically for Women Help balance, protect, and support the body's needs with l00% RDI of vitaminAandD, folk acid, calcium ,- and magnesium, plus iron, botanicals, and herbs like wild yam and chasteberry. Please consult your physician before starting anysupplement program, cspedclly if you are pregnant ornmsina. These Statements have not . been eve/noted by the rood and Drug Administration. These products cre not Intended to diagnose, treat. cure or prevent cry disease, butratherare dietcrysupplements intended solely for nutritional support. Enjoy. PERMIT COORD CC. Y PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D03 -309 PROJECT NAME: JAMBA JUICE SITE ADDRESS: 680 SOUTHCENTER MALL DATE: 10 -01 -03 X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # after /before permit is issued DEPARTMENTS: 04 IA - (o -8--h Buil ing Division 0 IL AWL ID-11 Fire Prevention Public Works Ark k 10-1q0-C6 Structural (1 eV& Io Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 10 -02 -03 Complete [ Incomplete ❑ Comments: Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS R�TING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: DUE DATE: 10 -30 -03 APPROVALS OR CORRECTIONS: 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 slip.doc 2 -28 -02 PERMIT COORD COPY . :1, ...,.... _. ...i �.. e,.r..n x , ......4,x;. y 1:; s . }:S;i.+ti v�i' 4 : a.1; , ,Ne.:' 7i}.r d a • %t v ; 'T pit,;., 4, k' 4 ."+s:. `,:Z F625-052-000 (8/97) DEPARTMENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS CONST,CONT GENERAL • CCO1WILCOC*194Q0 .12/10/29 'EFFECTIVE DATE WILCOX CONSTRUCTION INC 234 5TH AVE SOUTH EDMONDS WA 98020 .. . • • •• • ..... . . . . . - . - - • RESPONSIBILITY SCHEDULE . , • ••• • ..' • • • • w. . - • • ..•.• • • • • • . IMO •. 1 • 1 •. • • • • --• • • . • 1111111ME 11111 v• nr mr • • • _ • IMII • • Dr 1• • • • D • b Ir - . �r • • • . • • • • . • • ' • r• • • IL . _ • • • • • •, _ SAWCUT SLAB FOR (N) IN-FLOOR PLUMBING FIXTURES c a REPAIR, LEVEL do SLOPE FOR FINISHES AND TRANSITIONS 0 0 (N) CONCRETE EQUIPMENT CURB 0.15 REMOVE (E) INTERIOR WALLS, PARTITIONS AND FINISHES REMOVE (E) FIXTURES, FINISHES AND EQUIPMENT MAPLE BASE IN CUSTOMER AREA c) CERAMIC TILE, BASE & GROUT o (N) CUSTOMER AREA FLOORING �z z wir CL 0 Cr 0 NOTE: SEE EQUIPMENT SCHEDULE FOR DIVISION OF EQUIPMENT ORDER, SUPPLY AND INSTALLATION RESPONSIBILITY. FRAMING U.L. PENETRATION CAULKING AT RATED ASSEMBLIES PATCH do REPAIR GYPSUM BOARD AT TENANT SIDE FRAMING, PLYWD. & GYPSUM BOARD F.R.P. / 11LE PAINTING OR STAINING GYPSUM BOARD CEILING & SOFFlT'S LAY -IN CEILING WITH SUSPENSION SYSTEM DOORS, FRAMES AND HARDWARE PATCH & REPAIR (E) PARTITIONS AS REQ'D. (N) RADIUS SOFFIT AND MENU BOARD SOFFIT PATCH & REPAIR (E) EXTERIOR FINISHES TO MATCH cn MILLWORK STAINLESS C./3 ce KITCHEN EQUIPMENT z C13 EXTERIOR SIGN (SEPARATE PERMIT) MENU BOARDS w cp WALL GRAPHICS d • INTERIOR GRAPHICS (E) COIL FAN SYSTEM MIRING & CONNECTIONS DUCTWORK, DAMPERS AND GRILLES = THERMOSTATS AND CONTROLS CONTROL WIRE (LOW VOLT.) EXTEND WATER SERVICE TO SPACE EXTEND GAS SERVICE TO SPACE FINAL CONNECTIONS HVAC CONNECTIONS GAS PIPING A/C WATER HEATER PLUMBING FIXTURES ELECTRICAL SERVICE TO SPACE (N) ELECTRICAL & TELEPHONE PANELS {.4}414AM1SKIR1ER EQUIPMENT ENT ROUGH -14 AND FNSH LIGHT FIXTURES. MOUNTING ACCESSORIES, & LAIR'S MUSIC S1rS1EM & SPEAKERS SFECIFICAlIONS. r SEE SHEETS A3.1-A3.3 SEE SHEETS A3.1-A3.3 SEE SHEETS A3.1 -A3.3 •• • • LL.. SEE SHEETS A3.1 -A3.4 • 3 At ARIA SYSTEM • ?.0_S CONDUIT & CASE PULLS F.O.S EQUIPMENT NSTAL1Ai1QN • • 1$) sPResaER sYSrom r+EAos(cooaow►TE wm LANDLORD) • • 11.1 (N) SPRINIQER SYSTEM oRaPS(cooRoNATE WIN uwot aRO) • • Nom: ooMRIPc1CIR SHALL SLOW (3) sus OF FIRE swam RAG itt FOR sEPPw►lE Pain sEE Eater saiEDULE FOR sPRIIIaR HEAD ABBREVIATIONS ABV ADJ AFF ACT A/C ALT ARCH BLKG BD BLDG CLR CLG CONC ABOVE ADJACENT ABOVE FINISHE) FLOOR ACOUSTICAL CEILING TILE AIR CONDITIONING ALTERNATE ARCHITECTURAL) BLOCKING BOARD BUILDING CLEAR CEILING CONCRETE COL COLUMN CMU CONCRETE MASONRY UNIT CONST CONSTRUCTION DTL DETAIL DIAM DIAMETER DIM DIMENSION DR DOOR DWG DRAWING DISP DISPENSER (E), EX EXISTING EA EACH EL, ELEV ELEVATION ELECT ELECTRICAL EQ EQUAL EXT EXTERIOR FF FINISHED FLOOR FT FEET FIR FLOOR FLUOR FLUORESCENT FOF FACE OF FINISH FOS FACE OF STUD FIN FINISH(ED) FRP FIBERGLASS REINFORCED PANEL FO FACE OF GA GAUGE GC GENERAL CONTRACTOR GL GLAZING, GLASS GYP GYPSUM HORIZ HORIZONTAL INT INTERIOR INSUL INSULATION MAX MAXIMUM MECH MECHANICAL MIN MINIMUM MIL METAL (N) NEW NIC NOT IN CONTRACT NTS NOT TO SCALE 0/ OVER O.C. ON CENTER o.S.C.I_ OWNER SUPPLIED CONTRACTOR INSTALLED PSI POUNDS PER SQUARE INCH PLAM PLASTIC LAMINATE PIM PLYWOOD R.C.P. REFLECTED CEILING PLAN SHT SHEET SIM SIMILAR SD SQUARE SS STAINLESS STEEL 1E0 TO BE DEIERM LED TYP TYPICAL UBC UNIFOF&I BUILDING co: O 110N m.ESS OTHERWISE NOTED U1R UP THROUGH 1 11 'IIERIFY MI LLD u1 II1A1ER HEATER BUILDING INFORMATION ADDRESS: TENANT OCCUPANCY: NUMBER OF STORIES: BUILDING TYPE: APPLICABLE CODES: PROPOSED USE: EXISTING USE: AREA: NUMBER OF EMPLOYEES: CUSTOMER SEATING: OCCUPANCY LOAD: (customer) (kitchen /service /storage) 290 sq. ft. / 200 = 2 (toilets) (walk-in boxes) EGRESS REQUIREMENTS: TOILETS REQUIRED: TOILETS PROVIDED: SOUTHCENTER MALL 680 SOUTHCENTER #F670 TUKWILA, WA 98188 B, RESTAURANT 1 -t M PC ,- TWEE V, SPRINKLERED 1997 UNIFORM BUILDING CODE, WAC 51 -40 1999 NATIONAL ELECTRIC CODE 1997 WASHINGTON STATE ENERGY CODE 1997 UNIFORM FIRE CODE, WAC 51 -44 1997 UNFORM MECHANICAL CODE 1997 UNFORM PLUMBING CODE aTY AMMENDMENTS MERE APPLICABLE RESTAURANT RETAIL 574 SQUARE FEET 2 MAX. NONE 53 sq. ft. / 15 =4 105 sq. ft. (not occupied) 1 REQUIRED, 1 PROVIDED 1 (PER UBC SECTION 2902.3, CURFFL 114120.) PUBLIC TOILET ROOMS PROVIDED IN MALL DEFERRED SUBMITTALS 1. FIRE SPRINKLER PLAN - 11 FIRE SPRINKLER CONTRACTOR: CROWN FIRE PROTECTION (425) 481 -7669 2. FIRE ALARM PLAN SEPARATE PERMIT R QUIRED FOR: slir MECHANICAL 1/ ELECTRICAL A FLUMBING Pr GAS PIPING CITY OF TUKWILA BUILDING DIVISION c‘41v,SF..5 Sri ki.L. SE MOE TO Cf co( willow 'wog r - -x L ,emu. RECAOK A ta11. NOM ISM �vor+"�awr. PROJECT TEAM JAMBA JUICE: AS USED IN THE CONTRACT DOCUMENTS, THE WORD "OWNER" REFERS TO JAMBA JUICE CO, THE LANDLORD'S TENANT, AND DOES NOT IMPLY OWNERSHIP OF THE REAL PROPERTY OR IMPROVEMENTS. ARCHITECT: FILE COPY MECH. /PLUMBING CONSULTANT: ELECTRICAL CONSULTANT: LANDLORD: CONSTRUCTION MANAGER: 1 understand that t`'e Ran Check axw a's are subject to errors art cmissaois and approves of plans does not ,: ze. the v at.on of any adopted cow cr Hance Fece:ct of con- tractor's copy of app73ved pars acknoWedged. DAEMS AND MYERS 301 W. 5400 SOUTH j200 MURRAY, UTAH 84107 ATTN: RICHARD DAEMS TEL 801 263 -3457 FAX: (801) 263 -3529 BOULDER ENG, LLC 811 WEST CEDAR ST. POCATELLO, ID 83201 ATTN: CLIFF HOLMES TEL: (208) 478-4613 FAX: (208) 478 -4617 JAMBA JUICE COMPANY 1700 17th STREET SAN FRANCISCO, CA 94103 -5136 ATTN: THEO HARTMAN TEL: (415) 865 -1192 FAX: (415) 865 -1190 BOULDER ENG, LLC 811 WEST CEDAR ST. POCATELLO, ID 83201 SEPARATE ATTN: CLIFF HOLMES PERMIT AND TEL: (208) 478 - 461 3 I FAX: (208) 478 - 461 REQUIRED WESTFIELD SHOPPIN6TONM SOUTHCENiER 11601 WILSHIRE BLVD., SUITE 1200 LOS ANGELES, CA 90025 ATTN: JOSE HERNANDEZ TEL: (310) 575 -5918 FAX (310) 478 -4468 JAMBA JUICE COMPANY 1700 17th STREET SAN FRANgSCO, CA 94103 ATTN: JIM GRIFFITH TEL ( FAX: (415)-865-1190 VICINITY MAP DRAWING INDEX ARCHITECTURAL A0.1 COVER SHEET A0.2 A1.1 A1.2 A2.1 A3.1 A3.1.1 A3.1.2 A3.1.3 A3.2 A3.3 A4.1 A5.1 A7.1 A8.1 A9.1 A9.2 A9.3 .4 GENERAL NOTES/REQUIREMENTS DEMOLITION PLAN SLAB & FRAMING PLAN COUNTER PLAN EQUIPMENT PLAN T- STATION PLAN JUICE COUNTER PLAN EZBAR WALL EQUIPMENT SCHEDULE EQUIPMENT SCHEDULE REFLECTED CEILING PLAN FINISH PLAN EXTERIOR ELEVATIONS INTERIOR ELEVATIONS DETAILS DETAILS DETAILS DETAILS PLUMBING P1.0 PLUMBING WASTE & VENT PLAN & SCHEDULE P1.1 PLUMBING SUPPLY PLAN P2.0 PLUMBING DETAILS 3.0 PLUMBING NOTES AND SPECIFICATIONS 4.0 PIPING RISER DIAGRAMS ECHANICAL M1.0 MECHANICAL PLAN M2.0 HVAC DETAILS / SPECIFICATIONS ELECTRICAL E1.0 POWER AND SYSTEM PLAN [1.1 ENLARGED POWER PLAN E2.0 E3.1 E3.2 [3.3 E4.0 LIGHTING PLAN ELECTRICAL DETAILS ELECTRICAL PANEL SCHEDULES ELECTRICAL SCHEMATICS ELECTRICAL SPECIFICATIONS N.T.S. Consultant j arnba • • juice STORE #561 UU7HEN7ER MALL 6&S #I7O Thkwila WA 918188 APPROVED i .*acT i o 01 *44M • Auc 12 2063 #-/O6a..egc St! DAEMS & MYERS ARCHITECTURAL ALLIANCE, INC. 301 WEST 5400 SOUTH #200 SALT LAKE 01Y, UTAH 84107 PH: (801) 263 -3457 / FAX: (801) 263 -3529 Issues and Revisions No Date 1 7/18/03 CONSTRUCTION -- RD 2 8/20/03 HEALTH DEPT. COMIEWTS/ STRUCL -- RD 3 9/30/03 OSIER/ LANDLORD COMMENTS -- RD Pro; , JAMBA 5.0 PROTOTYPE Project .Number JJ50 Issues Description T1 TL.E SHEET Complier File A01-- SCM.DWG Scale AS NOTED By Check • r -- Al .drys,, drsiok avanormemes, aid plan ridrirmed at lepiesevord be dras dram.; ar tw.wed bi aid die properwr a# Olrewe a Myers a1 Alliss.rr_ rir* awn view cie LJ. radioed aid driekipi d fear Ter as and .i cawrernica via Sir iivendied worm Nose d such rdMrve. desr . *NOW erried bi Tar derirorr!d a MN wok vi v ospa ra mom for a tprgair volvasarver wakes tar. .. ,erroamam e# a AW • • • 1 • GENERAL NOTES 1. THE CONTRACTOR IS HEREBY SPECIFICALLY DIRECTED, AS A CONDITION OF THE CONTRACT, TO ACQUAINT HIMSELF WITH THE ARTICLES CONTAINED IN THE GENERAL NOTES, AND TO NOTIFY AND APPRISE ALL SUBCONTRACTORS AND ALL OTHER PARTIES OF THE CONTRACT OF, AND BIND THEM TO ITS CONDITIONS. 2. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS GOVERN PARTITION LOCATIONS, DIMENSIONS AND TYPES. DOOR AND WINDOW LOCATIONS SHALL BE AS SHOWN ON CONSTRUCTION PLAN. IN CASE OF CONFLICT, NOTIFY ARCHITECT FOR WRITTEN CLARIFICATION PRIOR TO PROCEEDING WITH CONSTRUCTION. CONSTRUCTION PLAN BY ARCHITECT SUPERSEDES OTHER PLANS. 3. THE CONTRACTOR SHALL REVIEW DOCUMENTS AND VERIFY DIMENSIONS AND FIELD CONDITIONS. ANY CONFLICTS, OMISSIONS OR DISCREPANCIES SHALL BE REPORTED IN WRITING THREE (3) BUSINESS DAYS BEFORE RETURN OF BID. THE GENERAL CONTRACTOR WARRANTS, BY TENDERING HIS BID, THAT WORK IS BUILDABLE AS SHOWN. 4. DRAWINGS OF BASE BUILDING CONDITIONS ARE GENERATED FROM AS -BUILT DRAWINGS AND ON LIMITED FIELD OBSERVATION BY THE ARCHITECT. ACTUAL CONDITIONS MAY DIFFER FROM THOSE SHOWN. 5. THE CONTRACTOR SHALL FILE, OBTAIN AND PAY FEES FOR BUILDING DEPARTMENT AND ALL OTHER AGENCY APPROVALS AND PERMITS, CONTROLLED INSPECTIONS, AND FINAL WRITE -OFFS FOR PROJECT COMPLETION. COPIES OF TRANSACTIONS ARE TO BE FORWARDED TO THE PROJECT MANAGER AND BUILDING MANAGEMENT PRIOR TO COMMENCING WORK. 6. THE CONTRACTOR SHALL ARRANGE FOR ALL INSPECTIONS NECESSARY TO OBTAIN CERTIFICATE OF OCCUPANCY. 7. THE CONTRACTOR SHALL MAINTAIN FOR THE ENTIRE LENGTH OF HIS CONTRACT, EXITS, EXIT LIGHTING, FIRE PROTECTIVE DEVICES, AND ALARMS TO CONFORM TO LOCAL BUILDING CODE REQUIREMENTS AND LANDLORD REQUIREMENTS. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSE, DISTORTION AND /OR MISALIGNMENT IN ACCORDANCE WITH APPUCABLE CODES, STANDARDS AND GOOD PRACTICE. 9. WORK AND /OR CONSTRUCTION OPERATIONS SHALL NOT UNDERMINE THE STRUCTURAL INTEGRITY OF THE BUILDING. 10. THE CONTRACTOR SHALL VERIFY THAT DRAWINGS ARE THE LATEST ISSUE PRIOR TO COMMENCING CONSTRUCTION. 11. THE CONTRACTOR SHALL IN ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS, APPLY, INSTALL, CONNECT, ERECT, CLEAN AND /OR CONDITION MANUFACTURED ARTICLES, MATERIALS AND /OR EQUIPMENT PER MANUFACTURER'S INSTRUCTIONS_ IN CASE OF CONFLICT BETMIEEN MANUFACTURER'S INSTRUCTIONS AND THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL NOTIFY THE PROJECT MANAGER AND THE ARCHITECT BEFORE PROCEEDING. 12. THE CONTRACTOR SHALL COORDINATE AND SCHEDULE WORK BY OUTSIDE VENDORS INCLUDING BUT NOT LIMITED TO, TELEPHONE, DATA, 'OMANER'S FORCES' ITEMS. CONTRACTOR SHALL COORDINATE EXACT LOCATIONS AND SHALL DO THE CUTTING, FITTING AND PATCHING REQUIRED TO RECEIVE THE WORK OF OTHERS AS SHOWN 4 OR REASONABLY WPM BY THE DRAWINGS AND SPECIFICATIONS_ 13_ ALL COMBUSTIBLE MATERIALS SHALL MEET APPLICABLE CODES, WOOD SHALL BE FIRE RETARDANT TREATED 'ARE REQUIRED BY LOCAL BUILDING CODES. 14. THE CONTRACTOR SHALL PROVIDE BACK FLOW DEVICES AS REQUIRED BY LOCAL. STATE & FEDERAL CUES. 15. THE CONTRACTOR SHALL LEAVE A COPY OF AEDLNED DRAWINGS AT THE SI E UPON COMPLETION OF DRAWINGS SHALL BE PLACED 01 A 36" Low 4 PVC WITH A CAP. PVC PIPE SHALL BE ATTACHED TO 'MALL AT LOCATION BAN ON PLAN. 1 GENERAL NOTES (c«+T.) WORK COVERED BY CONTRACT DOCUMENT$ 1. WORK NOT PARTICULARLY DETAILED, NOTED OR SPECIFIED, SHALL BE THE SAME AS SIMILAR PARTS THAT ARE DETAILED, NOTED OR SPECIFIED. 2. IN THE EVENT OF INCONSISTENCIES AMONG THE CONTRACT DOCUMENTS, THE ARCHITECT SHALL INTERPRET THEM WHEN ASKED TO DO SO BY THE OWNER OR CONTRACTOR. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE RESULTS OF SUCH INTERPRETATIONS MADE BY OTHERS. 3. THE GENERAL CHARACTER OF DETAIL WORK IS SHOWN ON THE CONTRACT DOCUMENTS. SUBSEQUENT CLARIFICATIONS MAY BE MADE BY ADDITIONAL LAYOUTS OR LARGE SCALE OR FULL SIZE DETAILS. 4. DRAWINGS AND DIAGRAMS FOR MECHANICAL AND ELECTRICAL WORK SHALL BE CONSIDERED AS DIAGRAMMATIC ONLY, NOT TO BE USED FOR ANY STRUCTURAL GUIDANCE OR PHYSICAL LAYOUT. IN CASE OF CONFLICT, UNLESS OTHERWISE NOTED, THE ARCHITECT'S DRAWINGS SHOWING LOCATIONS FOR MECHANICAL AND ELECTRICAL ITEMS AND ACCESSORIES SHALL TAKE PRECEDENCE. 5. UNLESS OTHERWISE NOTED, IT IS THE INTENTION OF THE DRAWINGS AND SPECIFICATIONS FOR ALL WORK, EQUIPMENT, CASEWORK, MECHANICAL, ELECTRICAL AND SIMILAR DEVICES OF WHATEVER NATURE, BE COMPLETELY INSTALLED, HOOKED -UP, MADE OPERATIONAL AND FUNCTIONAL FOR THE PURPOSE INTENDED, AND THAT ALL COSTS FOR THIS BE INCLUDED IN THE CONTRACTOR'S PROPOSAL. 6. ALL ROOFING WORK SHALL BE PERFORMED AND ALL PENETRATIONS THROUGH THE ROOFING MEMBRANE SHALL BE PATCHED OR FLASHED BY THE LANDLORD'S ROOFER, CASCADE ROOFING (206) 464 -0441. THE COST FOR THIS WORK SHALL BE IN THIS CONTRACT. COORDINATE WITH LANDLORD'S ROOFER AND NOTIFY 48 HOURS IN ADVANCE OF WORK. OWNER FURNISHED PRODUCTS 1. PRODUCTS TO BE FURNISHED AND PAID FOR BY THE OWNER AND INSTALLED BY THE CONTRACTOR ARE INDICATED AS 'OWNER SUPPLIED" IN THE EQUIPMENT SCHEDULE 2 . OWNER'S RESPONSIBILITIES FOR OWNER FURNISHE ) PRODUCTS: SUPPLY CONTRACTOR WITH PRODUCT UTERATURE, OWNER REVIEWED. PRODUCT DATA AND SAMPLES. PAY FOR PRODUCT DELIVERY TO SITE. REVIEW DAMAGED PRODUCTS WITH CONTRACTOR PROMPTLY. SUBMIT CLAIMS FOR TRANSPORTATION'S DAMAGE. REPLACE DAMAGED, DEFECTIVE OR DEFICIENT ITEMS. ARRANGE FOR MANUFACTURER'S WARRANTIES, INSPECTIONS AND SERVICE. 3 - CONTRACTOR'S RESPONSIBILITIES FOR OWNER FURNISHED PRODUCTS: REVIEW 9H0P DRAWINGS, PRODUCT DATA AND SAMPLE TO ADEQUATELY ACQUAINT HIMSELF WITH THE SCOPE OF WORK. REVIEW THE ORDER, SCHEDULE DELIVERY, RECEIVE, UNLOAD AND STORE PRODUCTS AT SITE; INSPECT FOR COMPLETENESS OR DAMAGE. IF ITEMS ARE DAMAGED, GENERAL CONTRACTOR TO NOTFY PROJECT MANAGER AND OWNER. INSTAL AND FNaI PRODUCTS. REPLACE AN( ITEMS DAMAGED AFTER RECEIPT. CONTRACTOR USE OF 1. CONSTRUCTION q'ERATION& LIMITED TO AREAS NOTED ON DRAWINGS. 2. TIME RESTRICTIONS FOR PERFORMING WORK: WIFE FY WITH LANDLORD. 1 CONSTRUCTION W» MAY BE SCHEDULED TO BE PERFORMED DURING NORMAL BUSINESS HODS ONLY APPROVAL OF THE ). 4- UTILITY OUTAGES AND SHUTDOWN SHALT. BE COORDINATED 'U1H LANDLORD. GENERAL NOTES (ca+r.) 5. AT ALL TIMES CONDUCT OPERATIONS TO INSURE THE LEAST INCONVENIENCE TO THE GENERAL PUBLIC COMPLY WITH APPLICABLE CODES AND ORDINANCES FOR SAFETY. 6. ASSUME FULL RESPONSIBILITY FOR THE PROTECTION AND SAFEKEEPING OF PRODUCTS STORED ON THE SITE UNDER THIS CONTRACT. 7. PERFORM DEMOLITION WORK AND SUCH SPRINKLER WORK, CONCRETE SAW CUTTING, PAINTING AND SIMILAR WORK CAUSING EXCESSIVE NOISE, DUST OR ODORS DISTURBING BUILDING OCCUPANTS, OR ANY WORK DISRUPTING TENANTS OR PUBLIC TRAFFIC WITHIN THE BUILDING, AFTER HOURS OR AT TIMES AND IN SUCH A MANNER AS OTHERWISE APPROVED BY LANDLORD. 8. COORDINATE USE OF PREMISES FOR WORK WITH THE LANDLORD. 9. LIMIT USE OF SITE FOR WORK AND STORAGE TO AREAS DESIGNATED UNLESS SPECIFIC ADDITIONAL AREAS ARE ALLOWED IN WRITING BY THE LANDLORD. STANDARDS AND CODES 1. GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, CODES, RULES AND REGULATIONS BEARING ON THE CONDUCT OF THE WORK. IF THE CONTRACTOR OBSERVES THAT THE DRAWINGS AND SPECIFICATIONS ARE AT VARIANCE THEREWITH, PROMPTLY NOTIFY THE PROJECT MANAGER AND ARCHITECT NECESSARY CHANGES SHALL BE MADE IN ACCORDANCE WITH THE GENERAL CONDITIONS. 2. IF THE CONTRACTOR KNOWINGLY PERFORMS ANY WORK WHICH IS CONTRARY TO SUCH LAWS, ORDINANCES, CODES, RULES AND REGULATIONS, HE SHALL PROMPTLY MAKE ALL CHANGES AS REQUIRED TO COMPLY THEREWITH AND BEAR ALL COSTS ARISING THEREFROM. 3. CONFUCTS: IN CASE OF CONFUCTS IN THE REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION, THE MOST RESTRICTIVE REQUIREMENTS SHALL GOVERN 4. WHERE CODES OR REGULATIONS, OTHER THAN THOSE LISTED IN THIS SECTION, ARE REFERRED TO IN VARIOUS SECTIONS OF THE SPECIFICATIONS. IT SHALL BE UNDERSTOOD THAT THEY APPLY TO THIS WORK AS FULLY AS IF CITED HEREIN. PARTITION NOTES 11. PARTITIONS ARE DIMENSIONED FROM FINISH FACE TO FINISH FACE, UNLESS OTHERWISE NOTED. DIMENSIONS MARKED "CLEAR" SHALL BE MAINTAINED AND SHALL ALLOW FOR THICKNESS OF FINISHES INCLUDING CERAMIC TILE, VCT, ETC. 2. DIMENSIONS MARKED 'CLEAR' ARE TO BE WITHIN 1/8" ALONG FULL HEIGHT AND FULL VMDTH OF WALLS. DIMENSIONS ARE AS FOLLOWS, UNLESS NOTED OTHERWISE: 4. - TO FINISHED FACE OF GYPSUM BOARD -- TO INSIDE FACE OF JAMB AT DOORS AND OTHER OPENINGS -- TO TOP OF FINISHED FLOORS - TO BOTTOM OF FINISHED CE U NGS -- TO INSIDE FACE OF FINISHED MILLWORK 3_ DIMENSIONS SHOWN AS V.V. SHALL BE VERIFIED BY THE CONTRACTOR IN THE FIELD BY LAYING OUT THE PARTITIONS. CONTRACTOR SHALL NOTFY CONSTRUCTION MANAGER AND ARCHITECT OF ANY DISCREPANCY U IN DI EN9ONS PRIOR TO PROCEEDING 'NTH THE 'SIC IN THAT AREA. NEW GYPSUM BOARD CONSTRUCTION ADJOINING EXISTING CONSTRUCTION N THE SAME PLANE SHALL BE FLUSH UTH NO vlSIeLJE .ANTS. MESS OTHERWISE NOTED. FOR BUILT-RI SURROIUNDED BY PARTITION, INCLUDING BUT NOT LACED TO APPLIANCES AND F LES. CONTRACTOR %ALL CONFIRM THAT FICIOR SLAB DOES NOT VARY BY MORE THAN I/4"' N 20-Or' NON-CUMIULATIVE. NOTFY ARONIECT 1 TINS TO ERAICCE 6 EXCEEDED. FINISH NOTES 1. ENSURE THAT SURFACE TO RECEIVE FINISHES ARE CLEAN, TRUE AND FREE OF IRREGULARITIES. DO NOT PROCEED WITH WORK UNTIL SATISFACTORY CONDITIONS HAVE BEEN CORRECTED. COMMENCEMENT OF WORK SHALL INDICATE INSTALLER'S ACCEPTANCE OF SUBSTRATE. 2. REPAIR AND PREPARE EXISTING SURFACES SCHEDULED TO REMAIN AS NECESSARY FOR APPLICATION OF NEW FINISHES. 3. CONTRACTOR TO INSURE DELIVERY AND INSTALLATION OF CASEWORK AND FINISH CARPENTRY WILL NOT BE DAMAGED BY OTHER CONSTRUCTION WORK. 4. ALL CODE - REQUIRED LABELS SUCH AS "UL ", FACTORY MUTUAL OR ANY EQUIPMENT IDENTIFICATION, PERFORMANCE RATING, NAME OR NOMENCLATURE PLATES SHALL REMAIN READABLE AND NOT PAINTED. 5. THE CONTRACTOR SHALL PATCH SURFACES TO MATCH ADJACENT IN A MANNER SUITABLE TO RECEIVE FINISHES. 6. COORDINATE WITH OWNER'S DESIGNATED REPRESENTATIVE FOR DELIVERY AND PLACEMENT OF ALL FURNITURE AND WALL -HUNG EQUIPMENT. 7. REFER TO FINISH SCHEDULE ON SHEET A5.1 FOR SPECIFIED FINISHES. 8. REFER TO INT. ELEVATIONS FOR MOUNTING HEIGHTS. 9. WHERE PERMITTED BY HEALTH AUTHORITIES, EXPOSED PIPES SHALL BE COPPER, UNPAINTED. RCP NOTES 1. 2. REFER TO MECHANICAL, ELECTRICAL DRAWINGS AND SPECIFICATIONS FOR DESIGN OF THESE SYSTEMS (DUCT SIZES, CIRCUITING, ETC.) LOCATIONS OF FIXTURES, REGISTERS, SWITCHES, ETC. SHALL BE AS SHOWN ON THE ARCHITECTURAL PLANS AND DETAILS. NOTIFY ARCHITECT OF ANY CONFLICTS PRIOR TO COMMENCING CONSTRUCTION. VERIFY FIELD CONDITIONS AND LOCATIONS OF ALL PLUMBING, STRUCTURAL ELEMENTS AND OTHER APPLICABLE ITEMS. NOTIFY PROJECT MANAGER OF INADEQUATE CLEARANCES FOR CEIUNG LAYOUT 3. ALL REGISTERS, SPRINKLER HEADS AND LIGHTING FIXTURES SHALL OCCUR WITHIN GRID UNES, INCANDESCENT FIXTURES OR OTHER CEILING ELEMENTS SHALL BE LOCATED AT THE CENTER OF ACOUSTICAL TILES UNLESS OTHERWISE NOTED. 4. ALL LIGHTS MUST BE SUSPENDED INDEPENDENT OF CEILING GRID SYSTEM. 5. REFER TO A4.1 FOR CEIUNG LAYOUT. HEALTH NOTES STRUCTURAL: -FULLY ENCLOSED BUILDING. - VERMIN PROOF. WALLS & CEIUNGS: -UGHT IN COLOR F000 PREPARATION, UTENSIL WASH, & WALK -IN REFRIGERATION. (NOTE: UGHT COLORED MEANS HAVING A LIGHT REFLECTANCE VALUE (LRV) OF 70% OR GREATER. UGH TING: -SUFFICIENT NATURAL OR ARTIFICIAL LIGHTING, I.E. 20 FOOT CANDLES 30" ABOVE THE FLOOR. -UGHT FIXTURES SHALL BE SHATTERPROOF OR w/ SHATTERPROOF SIDS,, AND EASILY CLEANABLE. UTENSILS & EQUIPMENT: -All EQUIPMENT MEETS OR IS EQUIVALENT TO, APPUCABLE SANITATION STA "WARDS. - All CRACKS &CREVICES AT JOINTS SEALED N/ AN 1PPROWD MATERIAL COUNTERS 01 ACCEPTABLE QUAL11Y • ACCESSIBILITY NOTES 1. NOTE: FOLLOWING ARE ADA GUIDELINES AND FOR GENERAL CONTRACTOR INFORMATION ONLY. LISTED ITEMS DO NOT REPLACE OR AMEND FEDERAL, STATE OR LOCAL CODES. IN CASE OF CONFLICT IN THE REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION, THE MOST RESTRICTIVE REQUIREMENTS SHALL GOVERN. 2. ALL EXTERIOR DOORS SHALL HAVE A 24" CLEAR HORIZONTAL OPEN SURFACE /AREA AT THE STRIKE SIDE/PULLSIDE OF DOORS. ALL INTERIOR DOORS SHALL HAVE 18" CLEAR AT THE STRIKE SIDE/PULLSIDE OF DOORS. PROVIDE 12" CLEAR HORIZONTAL CLEAR SURFACE ON THE PUSH SIDE /STRIKE OF ALL DOORS. 3. ALL EMERGENCY EXITING ALARM AND SIGNAGE TO COMPLY WITH FEDERAL, STATE AND MUNICIPAL CODES FOR ACCESSIBILITY. 4. GENERAL CONTRACTOR SHALL ALLOW FOR APPLIED FINISH DIMENSIONS IN ADDITION TO STANDARD CONSTRUCTION TOLERANCES IN ACHIEVING ALL ACCESSIBILITY CLEARANCES PER DRAWINGS AND /OR ADA GUIDELINES 5. REFER TO INTERIOR ELEVATION SHEETS AND DETAIL 19/A9.2 FOR MOUNTING HEIGHTS. 6. EMERGENCY WARNING SYSTEMS SHALL COMPLY WIN ADA REQUIREMENTS FOR THE HEARING IMPAIRED. VISUAL WARNING STROBE LIGHTS TO BE DESIGNED TO HAVE A FREQUENCY OF NOT MORE THAN 60 FLASHES PER MINUTE 7. WATER CLOSET & URINAL FLUSH VALVE CONTROLS, AND FAUCET AND OPERATING MECHANISM CONTROLS, SHALL BE OPERABLE WITH ONE HAND, SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST AND SHALL BE MOUNTED NO MORE THAN 44" ABOVE THE FLOOR. 8. THE FORCE REQUIRED TO ACTIVATE WATER CLOSET AND URINAL FLUSH VALVE CONTROLS, AND FAUCET AND OPERATING MECHANISM CONTROLS, SHALL BE NO GREATER THAN 5 LBF. 9. SELF - CLOSING FAUCET CONTROL VALVES ARE ALLOWED IF THE FAUCET REMAINS OPEN FOR AT LEAST 10 SECONDS. 10. ALL DOOR HARDWARE TO BE LEVER ACTUATED, HARDWARE REQUIRING GRIPPING ARE NOT PERMITTED. 11. ALLEXTERIOR DOOR CLOSERS SHALL PROVIDE 8 J21 MAX. PULL ALL INTERIOR DOORS SHALL PROVIDE 5# MAX. PULL. 12. ALL ELECTRICAL CONVENIENCE OUTLETS AND SWITCHES TO BE LOCATED NOT LESS THAN 15" A.F.F. AND NOT MORE THAN 44' A.F.F. HAZARDOUS MATERIALS ASBESTOS AND HAZARDOUS WASTE EXCLUSION: 1. THE ARCHITECT HEREBY STATES, AND THE OWNER ACKNOWLEDGES, THAT THE ARCHITECT HAS NO PROFESSIONAL UABIUTY OR OTHER INSURANCE, (AND IS UNABLE TO REASONABLE OBTAIN SUCH INSURANCE) FOR CLAIMS ARISING OUT OF THE PERFORMANCE OF OR THE FAILURE TO PERFORM PROFESSIONAL SERVICES, INCLUDING BUT NOT UMITED TO, THE PREPARATION OF REPORTS, DESIGNS, DRAWINGS, AND SPECIFICATIONS, AND RELATED TO THE INVESTIGATION DETECTION. FIRE CODE NOTE 1 A SEPARATE PERMIT IS REQUIRED PRIOR TO ANY INSTALLATION OF FIRE PROTECTION SYSTEM OR COMPONENT. SUBMIT (3) SETS OF AUTOMATIC FIRE EXTINGUISHING SYSTEM SHOP DRAVANGS AND SPECIFICATIONS TO THE PERTAINING DEVELOPEMENT SERVICES CENTER. 2. THE INSPECTION, HYDROSTATIC TEST, AND RUSHING OF THE AFES SHALL BE WITNESSED BY THE BUILDING INSPECTOR SPECIALIST (FIRE) NO PIPING SHALL BE COVERED OR HIDDEN FROM VIEW UNTIL AN INSPECTION HAS BEEN COMPLETED. ALLOW 48 HRS. FOR SCHEDULING AN APPOINTMENT. 3- PORTABLE FIRE EXTINGUISHERS SNAIL BE IN ACCORDANCE WITH U.F.C. STANDARD 10-1. DEFINITIONS : THE TERM 1 71IFI ISN MEANS SU APPLY AND DELIVER TO THE PROJECT SITE, READY FOR UA.OADING, UN PACKINIC , Y, INSTALLATION. AND %WAR O ERAIIO NS. 2. "STALL"': THE TERM "INSTALL' DES(S OPERATIONS AT THE PRO SITE MIC L K; THE ACTUAL UNLOADING. UNPACKING, ASSN Y. ERECTING, PLACING, ANCHORING, APPLYING, WORKING TO DINDIS I, FINISPING. CURRIG. PROTECTING. CLEANING, AND SiLAR ORATIONS. 3. : THE TERM "PROM ' MEANS 10 FURNISH AN O N5TAU, COIIPLETE AND READY Fes? THE INTEL ) USE_ CITY OF TiA�MI.�I APPFtOYE OCT 25 203 ail to - Ikk_Nkbs ,1 •30K Consultant Issues and Revisions j arnba • • Consultant Registration juice STORE #00'0 SOUTIKENTER MALL 6&;uth�nter #F6RD Tukwila, WA 918188 DAEMS & MYERS ARCHITECTURAL ALLIANCE, INC. 301 WEST 5400 SOUTH #200 SALT LAKE CITY UTAH 84107 PH: (801) 263 -3457 / FAX: (801) 263 -3529 No. Date Issues 1 7/18/03 CONSTRUCTION -- RD A0.2 G TERED .\ c CT \ !..ti RICHARD E. OAEMS STATE OF WASHINGTON -A LL- r SEA C 2003 r __ AS dew, designs, r►amigrwnr., and pars ndic rrd ce reser wener d dra wee are owned ae and Ike ppope% et Meow & %o n Nrciosrrirral 1 1hawnr_ lat. aid wow card evolved and developed *or web an and in conneroast wallop spr,c,dnrd poppet **oar ori morts desk draw., aerogrammes ail purr` sail bp wad b. ail diorkrird b any amok ink ar corpora Tar ear aw prpio- elsosarver yinervi pootispion at MAO By Check 1 • 1 Or KEY NOTES REMOVE (E) WALL. REMOVE (E) DOOR AND HARDWARE. REMOVE (E) SLATWALL, PATCH & REPAIR GYP. BD. BEHIND READY FOR PAINT REMOVE (E) MILLWORK CABINETS REMOVE (E) CEILING REMOVE (E) FLOOR TILE REMOVE (E) SOFFIT REMOVE HCnON OF (E) WAIL SEE A1.2 FOR DIMENSIONS REMOVE (E) STOREFRONT GLAZING (E) DEICING WALL TO REMAIN. (E) STRUCTURAL COLUMNS TO RDIAN. REMOVE (E) EYEBROW RELOCATE (E) PANEL & PHONE SERIACE AS REQUIRED REM* (E) CARPET NOT USED NOTE: DIMENSIONS MUST BE VERIFIED IN FIELD PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL LAYOUT THE WORK AND ESTABLISH ALL THE POINTS WHICH ARE SHOWN ON THE DRAWINGS. IF DRAWINGS DO NOT CONFORM WITH THE PHYSICAL CONDITIONS, IMMEDIATELY NOTIFY THE ARCHITECT, WHO WILL MAKE NECESSARY CORRECTIONS AND REVISIONS. FAILURE TO DO SO WILL RESULT IN CORRECTIONS AT CONTRACTORS OWN EXPENSE. SHEET NOTES 1. REFER TO SHEET A0.2 FOR GENERAL NOTES AND REQUIREMENTS. 2. REMOVE AL EXISTING FLOOR, CEILING AND WALL FINISHES AS NECESSARY FOR WMORK. 9. REMOVE (Et INTERIOR PARTITIONS. FLOORING. CEIUNG. CABINETRY. AND COUNTERTOPS. 10. SANCUT (E) SLAB AS REQUIRED FOR INSTAILAIION 01 ELECTRICAL AD PLUMBING COME AND PEES. PATCH SLAB TO MATCH EXIS1 ; AND FLUSH ►A/ AWACENT RISK SEE ELECTRICAL AID PLUMBING ORALS. Ern 1 1 I If I--I - }— -L --I — I-- 4 — II�_ I rJ_L 1 1 I 1 1 1 IrTII�i T� - r - r - ) 11-- -f- -+ -1- I- -I- -1 L.. !_ ` 1 _I _ L 11 II 1 1 1 1 1 1 1 1 I n 1 - r - 1 — r - r 1- -E,I -1-- -I- -1- - 4-- -1 I-1_IJ. _ I 1 1 -1 1 1 1 11 1 1 1 1 1 1 1 r - r 1` H-- 1-- I--- 1- -f-4---1 L I 11 I I I 1 1 1 1 1 1 1 L II t ARRANGE AID PAY FOR DISCONNECTING, REMOVING AND CAPPING UTILITY SEF VICES WITHIN AREAS OF DEMOLITION. DISCONNECT MD STUB OFF_ MOTIF~( THE AFFECTED UTILITY COMPANY AND BUILDING MANAGER ADVANCE AND OBTAIN APPROVAL BEFORE STARTING TES VIORK_ 2 3. PATCH ANC REPAIR ALL AREA OF DEMOLITION W/ MATERIALS TO MATCH (E) CONSTRUCTION. CREATE SMOOTH SURFACE FINISH W/ (E) TO ACCEPT SPECIFIED FINISH MATERIAL 4. CAP OFF Ad. UNUSED ELECTRICAL SUPPLY AND WASTE LINES, PLACE MARKERS TO INDICATE LOCATION OF DISCONNECTED SERVICE. IDENTIFY TUNES AND CAPPING LOCATIONS ON PROTECT RECORD DOCUMENTS. 5. PROVIDE, ERECT AND MAINTAIN BARRICADES, LIGHTING AND GUARD RAILS AS REQUIRED BY APPLICABLE REGULATORY ADVISORY TO PROTECT OXUPANTS OF BUILDING, WORKERS AND PEDESTRIANS. 6. CEASE OPERATIONS AND NOTIFY THE OWNER IMMEDIATELY IF SAFETY OF THE STRUC TURF APPEARS TO BE ENDANGERED. TAKE PRECAUTIONS TO PROPERLY SUPPORT STRUCTt1RE. DO NOT RESUME OPERATION UNTIL SAFETY IS RESTORED. & ALL EXJSIWiC UTU1LS PIPES, LNS & (;MATS MICH ARE TO REMAIN SHALL BE cON CEALED WHIN FiOORS, WALLS OR CEILINGS. _J 1 1 11. G.C. SHALL VERIFY EXISTING CONDITIONS IN FIELD FOR INCLUDING BUT NOT LIMITED TO SPACE DIMS, OBSTRUCTIONS, HIDDEN CONDITIONS, OR CONFLICTS W/ DRAWINGS. CONTACT JAMBA CONSTRUCTION MANAGER & ARCHITECT 0 START OF CONSTRUCTION. IF CONFLICTS ARE NOT REPORTED, G.C. WILL BE HEW RESPONSIBLE FOR ANY CHANGES OR WORK DUE TO UNREPORTED DIFFERENCES AND SHALL BE 0 C.C.'S EXPENSE. 12. REMOVE EXISTING CLG. & CLG. FIXTURES TO ACCOMODATE NEW C1G. PLAN. 13. VERIFY DISPOSITION OF (E) FIXTURES & EQUIPMENT W/ OWNERS CONSTRUCTION REP. PRIOR TO DISPOSAL G.C. IS RESPONSIBLE FOR OFF SITE DISPOSAL OF ALL ITEMS NOT RETAINED BY OM ER. LEGEND � 1 ALL WALLS FINISHES SHALL BE SMOOTH. REMOVE OR RESURFACE TEXTURED WALL SURFACES PRIOR TO APPLYING JAMBA FINISHES AND WALL GRAPHICS. EXISTING PARTITION TO REMAIN EXISTING PARTITION TO BE REMOVED co 7.,140 offsoNto w 4 jamba juice STORE #ixx;i SUTHENTER MALL 6&juth�ntcr #I2O Thkwila, WA 98188 Consultant DAEMS & MYERS ARCfflTEcTURAL ALLIANCE, INC. • 301 WEST 5400 SOUTH #200 • SALT LAKE Cm', UTAH 84107 PH: (801) 263 -3457 / FAX: (801) 263 -3529 Consultant Registration Issues and Revisions No. Date 1 7/18/03 Project s umber J.ISQ Scale 1 /4 --O' AU SFr' Project Name JAMBA 5.0 PROTOTYPE Description DEMOUTION PLAN Cornpuier F ile — a 11. dwrg tect Registration STATE OF WASHINGTON Issues By Check CONSTRUCTION -- RD Template L i j ? ifs nriprervard Al .drra anew ar and plots r�drr�r+c! ti. *.0 dramas ar a..wr+d b. ad dbe propre % at Meow. IL �rcbrrc�rral Aiar�r�_ 1w :I ad .err award tea . rr4wII_ i w IMP raw and w. dwr►.prrriwd Pura I'VE _ .de�e, rir , ar cr br lord b. toittiommy nr tried A awe perms firs, at cvproramow its aw pa .r ..dbo�rr doe wr>orw paatimma ON 0 ►�• r s KEY NOTES NOT USED NOT USED it NOT USED NOT USED 1 SAWCUT (E) SLAB AS REQUIRED FOR INSTALLATION OF FLOOR SINKS/DRAINS. CONTRACTOR TO COORDINATE W/ JAMBA JUICE CONSTRUCTION MANAGER AND LANDLORD. FLOOR SINKS SHALL BE INSTALLED FLUSH VA TH FINISH FLOOR. SAWCUT (E) SLAB AS REQUIRED FOR INSTALLATION OF ELECTRICAL AND PLUNIB;NG CONDUIT AND PIPES. PATCH SLAB TO MATCH EXISTING AND FLUSH W/ ADJACENT FINISH. SEE ELECTRICAL AND PLUMBING DRAWINGS. G.C. SHALL FIELD VERFY EXISTING copiernoNs IN FOLD INCLUOt4C BUT NOT LNTED TO SPACE DIMS, OBSTRUCTIONS. HIDDEN CONDITIONS, OR CONFLICTS W/ DRA*NGS.. CONTACT JA3A CONSTRUCTION MANAGER & ARCHITECT • START or CONSTRUCTIOK IF CONFLICTS ARE NOT REPORTED, GCC. IIILL BE HELD RESPONSIBLE FOR ANY CHANGES OR WORK DUE TO UNREPORTED DIFFERENCES AND SHALL BE 1 C.C.'S EXPENSE. SHEET NOTES L N 1. GENERAL CONTRACTOR RESPONSIBLE FOR ACHIEVING SMOOTH TRANSITION BETWEEN FINISHED FLOOR AND SIDEWALK AT ALL EXTERIOR DOORS. 2. SAWCUT (E) SLAB AS REQUIRED FOR INSTALLATION OF FLOOR SINKS/DRAINS. CONTRACTOR TO COORDINATE W/ JAMBA JUICE CONSTRUCTION MANAGER AND LANDLORD. FLOOR SINKS SHALL BE INSTALLED FLUSH VA TH FINISH FLOOR. 3_ REFER TO PLUMBING, MECHANICAL AI`D ELECTRICAL DRAWINGS FOR FUR TI- ER REQUIREMENTS 4. ALIGN FLOOR SINKS TO ANGLED WALL WHERE SHOWN SKEWED 5. COORDINATE & VERIFY ALL DIMENSIONS W/THOSE INDICATED ON SHEET A2.1 PRIOR TO INSTALLATION 2 ' -9 " co LEASE LINE (E) (N) ELEC. ELEC. PANEL PANEL 9' -4 1/2" 3 3/4" .11111111IPINO SO 0E1 3' -0" 11' -4 1/2" (-2 1 /2" 7 1 2'-10 3/4" 5'--0 3/4" 10 4'-0" t `7 1/4" 3 ._ 8 " 2' -3 C-7 3/4" ( 5/8" 2' -3 '-11 1/8 (-2 3/4" DATUM 1 1 C. SHALL FIELD VERIFY SIZE & EXACT \ LOCATION OF COLUMN CE OF T— COUNTER (RUN PARALLEL TO WALL) LEASE LINE NOTE: DIMENSIONS MUST BE VERIFIED IN FIELD PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL LAYOUT THE WORK AND ESTABLISH ALL THE POINTS WHICH ARE SHOWN ON THE DRAWINGS. IF DRAWINGS DO NOT CONFORM WITH THE PHYSICAL CONDITIONS IMMEDIATELY NOTIFY THE ARCHITECT, WHO WILL MAKE NECESSARY CORRECTIONS AND REVISIONS. FAILURE TO DO SO WILL RESULT IN CORRECTIONS AT CONTRACTORS OWN EXPENSE. NOTE: VERIFY ALL DIMENSIONS & REPORT DISCREPANCIES TO THE ARCHITECT PRIOR TO FRAMING OR PENETRATING SLAB NOTE: GENERAL CONTRACTOR SHALL VERIFY ALL FLOOR SINK LOCATIONS WITH STAINLESS STEEL VENDOR SHOP DRAWINGS PRIOR TO PENETRATING SLAB. LEGEND (N) PLUMBING FIXTURE IN SLAB, SEE PLUMBING DRAWINGS or TXMLA 0 (E) CONSTRUCTION BY LANDLORD — VERIFY IN FIELD. CONTRACTOR SHALL , �' w REPORT DISCREPANCIES TO ARCHITECT IMMEDIATELY_ NEW 3 5/8" MTL. STUD WALL W/ (1) LAYER 5/8' TYPE 'X' me EACH SIDE. U.N.O. SEE DETAIL 5/A9.2, 8/A9.2 NEW 6" MTL STUD WALL U.N.O. SEE DETAILS 5/A9.2 & 8/A9.2 NEW 3 5/8' OR 8" METAL STUD LOW WALL U_N_O. SEE ELEVATION REFERENCED ON SHEET A8.1 FOR HEIGHTS 1144 7 jamba juice STORE #561 UUThIENTER MALL 680 Southcenter #I7O Thkwila WA W 188 Consultant DAEMS & MYERS ARCffl'1iCTURAL ALLIANCE, INC. 301 WEST 5400 SOUTH 11200 SALT LAKE CITY, UTAH 84107 PH: (801) 263 -3457 / FAX: (801) 263 -3529 Consultant Registration Issues and Revisions No Date Issues 1 7/18/03 CONSTRUCTION -- RD 2 8/20/03 HEALTH DEPT. COMMENTS/ STRUCT. — — RD 3 9/30/03 OM ER/ LANDLORD COMMENTS -- RD Project Mane JAM BA 5.0 PROTOTYPE Project "'lumber JJ50 Description SLAB do FRAMING PLAN Computer Fiie — o12_dwg Scale 114 1' -0 Terrrplae 1 `. / „` r:►; . AM Wm_ drs+ , avarriprommts, acs r undlicarict ry nrpramrrd ar *so dray iwii arc ar.•rrd tie and Ole prow or Damn a mows AreAdorriarail srr hire and air cad. rieltor f. Orel dowloplyd kw imp an acrd . comirecibm was igrrdsed poem hicome of verb dew, drvripw airamormews or plans shall be so rd br► a inclosed to iris prima *rR at rootpmeori for arw wpasrr wl vrrwr givesare alp awo1rw giormirrwow of 011%4A • Al2 , r c t Registration 's i 3EG AiRC ,iiitkair E. STATE OF M'ASINNGTUN F".7. j 02003 r'r ' s T . ,,t, PEEN By check i • DOOR SCHEDULE HARDWARE NOTES • 2. NORTON SURFACE MID. CLOSER 116010F x AL OR EQUAL (N) HOLLOW METAL FINISH (N) PAINT U.O.N. (N) KEY CYI.ER GUARD 4. SEALS, DOOR SWEEPS CHROME RIM • 60 ABOVE FINISHED FLOOR, TYPICAL 11, DOORBELL i 44 MOW RIM MM. • HARDWARE / LOCK HARDWARE NOTES / REMARKS NOTES: 2, 4, 12, 13, 14, 15 REINF. JAMBS 0 HARDWARE LOCATIONS PER MFR_ RECOMMENDATIONS 14_ PROVE HANDED SIMPLEX CORPORATION LR1021S-- 268 -41 LOCK 15_ GENERAL CONTRACTOR TO PROVE( HOLD OPEN MECHANISM. i FLOOR RAMP FINISH KEY NOTES NOT USED WALK -IN FREEZER UNIT, NOT IN CONTRACT -- SEE EQUIPMENT SCHEDULE. WALK -IN REFRIGERATION UNIT, NOT IN CONTRACT -- SEE EQUIPMENT SCHEDULE. CONTRACTOR SHALL CONFIRM & COORDINATE ALL UTILITY & HVAC PENETRATIONS THROUGH ROOF. ALL ROOFING WORK SHALL BE PERFORMED AND ALL PENETRATIONS THROUGH THE ROOFING MEMBRANE SHALL BE PATCHED OR FLASHED BY THE LANDLORD'S ROOFER, CASCADE ROOFING (206) 464 -0441. NOT USED NOT USED. NON- FREEZING SPRINKLERED HEAD SHALL BE INSTALLED N FREEZER BOX -SATE NTH WALK -IN VENDOR_ NOT USED NOT USED FREEZER BOX 1 COOLER BOX SPECI1CATTONk N.S.F. APPROVED INSULATION - 4" THICK 'FOAMED-IN P uvr URETHANE CONFORMING TO A.SST.M. E- 84-77A SPECS, AND HAVING A FLAK SPREAD OF 25 OR LESS FOR EACH PALL. -- 4" PREFABRICATED FLOOR FREEZER 014.. - INTERIOR RAMP II/ WOOD STS OILY) - WALT INTERIOR - 1I1E PM41ED GAL AWED STEEL WALL MERIOR - MITE PAINTED GALVANIZED WEL MNG INTERIOR - N1( PABIIED GALVANIZED STEEL FLOOR INTERIOR - 'NNE PAWED GALVANIZED SJW. . REFER TO SHEET A0.1 FOR RESPONSIBILITY REQUIREMENTS AND SHEET A0.2 FOR GENERAL NOTES & REQUIREMENTS. 2. PROVIDE FLASHING AT ALL VERTICAL JOINTS BETWEEN WALL & WALK -IN UNITS W /3"x 3' CONTINUOUS STAINLESS STEEL CLOSURE STRIPS. 3. CONTRACTOR SHALL PROVIDE FIRE EXTINGUISHERS PER LOCAL ARE MARSHAL REQUIREMENTS - PROVIDE A MINIMUM OF ONE 2 -A1OBC EXTINGUISHER NOT TO EXCEED 75 FEET TRAVEL DISTANCE FROM ANY POINT IN THE BUILDING. 4. SEE DETAIL 11/A9.2 FOR DOOR HEAD /JAMB REINFORCING AND DETAIL 10/A9.2 FOR HEAD AND JAMB ENLARGED DETAIL 5_ ALL DIMENSIONS ARE TO FACE OF GYPSUM BOARD OR EDGE OF COUNTERS, UNLESS OTHERIMSE NOTED_ 6. GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS FOR CASEWORK 1MTH CAS[# RK VENDOR AND REPORT DISCREPANCIES OR CONFLICTS IMMEDIATELY TO ARCHITECT. 7. GENERAL CONTRACTOR SHALL PROVIDE BACKING FOR CASEWORK AND FIXTURES AS REQUIRED. 8. SEE SHEET A5.1 FOR FLOOR TRANSITION LOCATIONS. 9_ 10. 11 SHEET NOTES SEE SHEET A1.2 FOR FLOOR SINK & SLAB PENETRATION LOCATIONS. CONTRACTOR SHALL INSTALL SPRINKLER HEADS SPECIFIED ON SHEETS A3.1-A3.3. PROVIDE LOW - TEMPERATURE SPRINKLER HEADS AT WALK-IN COOLER AN4 REFRIGERATOR BOXES. F REQ'D PROVIDE PRONRAP X1000 INSULATION KIT BY MCGl1riE MFR_ CO OR EQUAL FOR E�OSED TRAPS AND HOT WATER LIES UNDER ALL HAND UVATCRES/'SMCS„ TYP. 12_ MANUFACTURER'S NSTIILI/1iO1 INSTRUCTIONS FOR ALL ARE ASg1ELES AND RELATED PRODUCTS (e.g DAMPERS) SHALL BE KEPT ON 9iE FOR IlE11Er BY 1!f INSPECTOR. 13 ALL WALLS 91A11 BE SMOOTH. REMOVE OR RESURFACE TEXTURED WALL SURFACES PRIOR TO APPLYING dA18A FINISHES AND BALL SURFACES 14. THE INTERNATIONAL SAM. OF AoCEs9eun SHALL BE PROW/ED AT ALL ENTRANCES AND WITH DIRECTIONAL 9GNs AS REQUIRED, TO BE Willi To PERSONS ALONG APPROACHING PEDESTRIAN MlfS. SECTION 1117.8.53. NOTE: DIMENSIONS MUST BE VERIFIED IN FIELD PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL LAYOUT THE WORK AND ESTABLISH ALL THE POINTS WHICH ARE SHOWN ON THE DRAWINGS. IF DRAWINGS DO NOT CONFORM WITH THE PHYSICAL CONDITIONS IMMEDIATELY NOTIFY THE ARCHITECT, WHO WILL MAKE NECESSARY CORRECTIONS AND REVISIONS. FAILURE TO DO SO WILL RESULT IN CORRECTIONS AT CONTRACTORS OWN EXPENSE. LEGEND 1 1 1 (E) CONSTRUCTION BY LANDLORD - VERIFY IN FIELD. CONTRACTOR SHALL REPORT DISCREPANCIES TO ARCHITECT IMMEDIATELY. NEW 3 5/8' MTL STUD WALL W/ (1) LAYER 5/8' TYPE 'X' GM EACH SIDE. U.N.O. SEE DETAIL 5/A9.2, 8/A9.2 NEW 6' MIL STUD WALL U.N.O. SEE DETAILS 5/A9.2 & 8/A9.2 NEW 3 5/8' METAL STUD LOW WALL U.N.O. SEE ELEVATION REFERENCED ON SHEET A8.1 FOR HEIGHTS PREFABRICATED WALK -IN UNIT WALL FIRE EXTINGUISHER - VERIFY EXACT LOCATION AND TYPE WITH FIRE MARSHALLS APPROVAL or . -yr_lk jambs juice STORE #561 SOUTTICE1417ER MALL 6&wtb�nter #IR1 Tukwila, WA 9E188 Consultant DAEMS & MYERS ARCIIITEcTURAL ALLIANCE, INC. 301 WEST 5400 SOUTH 11200 SALT LANCE CITY, UTAH 84107 PH: (801) 263 -3457 / FAX: (801) 263 -3529 Consultant Registration Issues and Revisions No Date 1 7/18/03 CONSTRUCTION --- RD 2 8/20 /03 HEALTH DEPT. COMMENTS/ STRUCT. --- RD 3 9/30 /03 OWNER/ LANDLORD COWL -- RD Project Name JAMBA 5.0 PROTOTYPE Project Number JJ50 Description FLOOR PLAN Computer File - a21. dwg Scale 1/4 11 1 Templar • v RICHARD E. ,. STATE OF WASHINGTON ? J 2003 Issues By Check RECEIVE- MAW` GIE . t . anon ED All .dam, drlgsK ffraverviveviek awd ply dediciord or Pegmmemord ail lbw dos draw. are o vord be aid Ihr poprriv air 001PwR 1 Aretiftrirral Alhatem try and WPM mead, t.rlvrd sod developed furor ow aid in comereent via *le iper+rd popery a None oil sorb dew druffik APUNIVIIIIIIMS ar ollamm 4sail br wood by or dierivard b aw prima. form. gar companiado ib. arw impose no 110 arm AZ1 • �i • a LEASE UNE (TYP.) 2. • ■ 24x48 GOLD 24x48 COLD 24x48 COLD 24x48 COLD r • (ABOVE) 21 DRY (E42) E42 r wAL =Am um St1 00 __ � , \— LEASE LINE 0 21x36 DRY 21 DRY TYP. E42 11 (E) SERVICE CORRIDOR e GED alg (TYP. 2 1 9 1 si CAD BACK AREA (P30 F09 F A\ ■ 11111 MN Ell MO NM ::: • Air ea Ea ED 0 04 it v cr 1 sil 1r 2' A 'I'LL ME/ C.41 a u, ity S4 (ABOVE (ABOVE CUSTOM S.S. TABLE 1. P19 (BELOW) 1 ; 1 SERVICE 1 41Ilb MID 111111 a:IMO i Ile I MI II Fill IED GED r 11 girm■ ES.Et gl'Et5 CD GaD E08 011 E 1i . / r a , �� • • (ABO r roe NM WIN SIN 1 • 1 1 1 1 1_ 0 • i , , 1 r , , 1' / /1 , CU . 1( AVONITE SHELF BY JAMBA •f1 3 ' 1 1 1 1 1 1 r 1 1 P2 1 , 1 1 1 1 1 , (B / cm 1 LEASE LINE (TYP.) MI. IND 41111111111111•111.11111111.1111. 1 AVONITE SHELF BY JAMBA r X01 SEE A7.1 1 1 (ABOvE SEE A4.1) 9 goluiedoc. • \ - • • y2?i'!f_ • r REMOTE STORAGE EQUIPMENT PLAN LEASE LINE (TYP.) SHEET NOTES AOQITIONAL EQI IPMDIT 1. NOT USED 2. SEE UGH1r1G SCHEDULE„ SHEET A4.1 FOR LOCATIONS 01 LIGHT FUTURES. THESE ITEMS ARE FOR LAYOUT AND DESIG71 WENT CKY SEE MECH- ANICAL, ANICAL , ELECTRICAL AID PLUMBING MAIMS FOR SPECIFIC REQUIRE- MENTS. t1/4 KEY ED E- KEY NOTES CONTRACTOR TO PROVIDE UGHT SWITCH ELECTRICAL AND PLUMBING CONNECTIONS FOR WALK-IN BOXES AND COMPRESSORS. COORDINATE WITH WALK-IN VENDOR. � s' HIGH INTEGRAL SPLASH GUARD PREFABRICATED FLOOR BY WALK-IN VENDOR 0 SOILED CLEANING TOWEL STORAGE • CLEAN CLEANING TOIL STORAGE U6 DASHED UNE INDICATES SOFFIT ABOVE. TYPICAL PROVIDE 1' CLEAR SPACE BETWEEN SHELVING MD wAus < 8 > Aram PVC TUBE AND caw PTO. TO WALL w/ rEcoNn DRAWINGS <I> aEMIIc sUPPUES AND CHEMICALS sraRAa 40 NOT USED • NOT USED NO. DESCRIPTION E03 Bar Concentrate Dispenser (E Dip Box Cabinet E08 Carrot Juicer Machine E10) Bog -in -Box Glycol Chiller E E2 E2 Walk-In Freezer Box w /Comp. (E44 [55 (E57) 21"x36" Dunnage Rack (A EQUIPMENT KEY Orange Juice Dispenser Blender w/Plexiglass Cover Wheat Grass Juicer Machine Bag -in -Box Compressor Baked Goods Case Toaster Beverage Pump Rack 1 -Door Fridge (Undercounter) Walk -In Cooler Box w /Comp. Ice Machine (Flaker) and Bin 24 "x24" Dry Storage Shelving 24 "x36" Dry Storage Shelving 24 "x48" Dry Storage Shelving 24'x60" Dry Storage Shelving 24 "x36" Cold Storage Shelving 24 "x48" Cold Storage Shelving Citrus Juicer Machine (Alternate) Fie Cabinet (Two-Drawer) Lockers Desk Chair (Office G01 Interior Janba Juice Logo (Small) Sneezeguard Vnyi Logo (15") H01J One -way Viewer (Peep Hole) Soap Dispenser Hand Sanitizer Dispenser FI Paper Towel Disp./Nbste Recept_ H10 Mop Hanger Radius Ceiling Soffit Menu Board Soffit 18' (ass/ Post Sneezegualyd 32" 8-Panel Menu Board Manager's Desk w/ shelves Snuck Counter Bose POS w/ Snack Bose Hand Lavatory (tar mounted tki Janitor itor Sink Electric Voter Heater 'data F iter (Large) tit Pre- taiese Sprayer S iq -Type Faucet NO. DESCRIPTION P15 Countersink Faucet P19J Wallmount Handsink Faucet P20J Janitor Sink Faucet (P24 (P29� IL3j Fire Sprinkler Head (Back of House) (P34 (s60) (566 ( TOE) Detergent Dispenser 4x8 Floorsink 12"x12" Floorsink 2" 12 "x12" Floorsink 3" Fire Sprinkler Head (Customer/Prep) Blender Cup Washer (S1_4] Dipper Well /Faucet POS w/ Snack Top S Snack Display Top Integral Wheat Gross Sink (51 Comer Guard T- station Blender Counter I:0 24 oz. Cup Dispenser S53J T- station Sink & Dipwell Station 32 oz. Cup Dispenser T- station Blender Shelf T- station Ice Bin (S59) Vertical Napkin Dispenser Juice Station (Custom ( j.) Wheat Gross Tray Produce Bin w/ Drain SRI Cup Lid Holder Wheatgrass Cup Dispensers T- Station Boost Array (S94 Bump Screen Monitor Holder POS Cash Register / Drawer Safe Money Count Machine (1616 Office Computer Office Printer/Fax/Copier Time Oock Music System Security Alarm System Buzzer 10" POS Monitor & Bump Bar 14` POS Monitor & Bump Bar Thermostat Canhds Coot Hook Rack Keyboard Troy Bulletin Bond Hark -N -ape Board gg Time cue Holder Jumbo Sir/Logo 0 STORE #561 SOUTIKEYTER MALL 6J& #P670 Thkwila, WA 9188 Consultant r APPROVED AUG 2 2003 NoTe No NE(' C/ 3 5 -s /it-76a- r Yt &U )1 /, l i d ?" . • c 41 ,E prI E 41-5 its? 1-4.1,14 ;;; DAEMS & MYERS ARCHITECTURAL, ALLIANCE, INC. 301 WEST 5400 SOUTH 1200 SALT LAKE CITY, UTAH 84107 PH: (801) 263 -3457 / FAX: (801) 263 -3529 Consultant Registration Issues and Revisions No. Date 1 7/18/03 2 8/20/03 3 9/30/03 jamba juice Project Number 1150 Issues Computer Foie -- 031. dws Scale 3/8 " =1' -0' Tea*le c ` • , `,r . A3.1 Pro�ect Marne ,IAA 5.0 PROTOTYPE 1 STATE k)F w.SNMWGTOP SEP 4 2533 iii lei 4th„ Description PARTIAL EQUIPMENT PLAN All , drums awangrunraltk a1d tom •rdrr reworsrweed Orr this dramsrp are crwon d br and the paprlrw 1 r Oraew•e i WM. r *_ ! aid wee Qua. evgaargt and developed liar one ow and r cawrreciuw *dr dile ipe,r>w4d ~wt. *owe of sorb _ aRiaPgIP.lrwb ar IPAIM d a be owed b1r Or disciosed as AIM P0.10R 111111 Cir carp04111Orr 1Q all Prpoo! By Check CONSTRUCTION -- RD HEALTH DEPT. COMMENTS -- RD OMNVER/ LANDLORD (INS - - RD 6 V to- 1 I RA 9 4 10 ((((((((( OF T–STATION ABOVE) _1 3LEAR BETWEEN FACE OF FINISH OF LOW WALLS 5'-6 1/2" 1 1 1 1 1 1 1 1 r 1 DATUM 'B' (FRONT EDGE OF S.S. TABLE TOPA_ (SEE SHT. A2.1 FOR REFERENCE) q.*T–STATION" 1 1 1 1 1 1 1 1 1 LOW WALL BY MILLWORK VENDOR, INSTALLED BY G.C. 1/2" (OVERHANG) 4 3/8" THICKNESS OF LOW WALL (BY MILLWORK VENDOR) DATUM 'B' (FRONT EDGE OF S.S. TABLE TOPL (SEE SHT. A2.1 FOR REFERENCE) q Consultant jamba • • juice STORE #561 SOUTHCENTER MAIL 6Ndoutlicenter #F670 Tukwila, WA 98188 DAEMS & MYERS ARCHITECTURAL ALLIANCE, INC. 301 VEST 5400 SOUTH 1200 SALT LAKE CflY, UTAH 84107 PH: (801) 263-3457 / FAX: (801) 263-3529 G. RED 1 CH CT ! RiCtitatO emus ISTATE OF WASHINGTON Issues and Revisions No Date 1 7/18/03 CONSTRUCTION RD 3 9/30/03 004ER COMMENTS RD Issues 41‘11# 41171) Tv or Project Mane «AMA 5.0 PROTOTYPE Project tiumber 4150 Description T PLAN Compulef File Stir i = Template /3\ AIM r — - By Check T OkstaE,. Al Weak diusignk arrammewitk piart4 oidiriratrd or ftwonnroised too Or. draftwe ar orroord b aid Or groper% ot Dams Myers froriliterrtirat jOramore_ Mr, awl gm. mord evotrod aid developed tor ow ow aid oorommors Op weciltord maim Nome vow% dm dtsmos, awarromarats r Flaw br id bo me dierimmed k» armr. pout fem. corperamse altpurpeur webam" urialril peineemem et OWN r• . 10" 2' -5N . 1 -7 3/4" 2' - On 4 * 3' - /4~ } " PREP. .4 1 0: ► . (FMC) CARROT TRASH HOLE „ \ r — —.1 1 Al Iii. �� /►� w ��' (DIP LL) , Iiii /1 1 1 1 J r I L J 10" 1' -3" 10" 2'_6„ (HOLD) r 7 " 6 " r 2' -5 3/4" 6" r GRILLE W/ RECESSED DRAIN FOR MELTWATER FROM INSULATED BIN, ABOVE. to NQTES: 1. ALL 2" DIA. HOLES SHALL HAVE RUBBER GROMMETS. CLEAR SPACE FOR U.C. FRID 1' -9 (HOLD) CLEAR SPACE FOR 1 INSULATED CARROT /ORANGE BIN Wj DRAIN O.J. MACHINE I 2'-5 1/2* (HOLD) 1' -9' (HOLD) CLEAR SPACE FOR 0_1 MACHINE 1 6' -6 3/4" 2' -6` AS TABLE TOP PLAN 6"-6 3/4 3 , -7 " LOWER TIER PLAN 6 3/4' 1128— ORANGE DISPLAY CRATE 1--4' S75 —S.S. SUPPORT BRApCET (CENTERLINE UPPER TIER PLAN WHEATGRASS TRAY i LCD MONITOR . - 7 3/4' J 1 1 1 u28— ORANGE DISPLAY CRATE DATUM S15 —S:S. SUPPORT BRACKE1 (CENTERLINE) c.% LCD MONITOR, POWER /DATA RECEPTACLES, ORANGE CRATE S.S. MOUNTING BRACKETS ) E59 n E20 BAR C 1" X 1" X 4' ANGLE FOR HANDLE RADIUS SHARP EDGES E08 U S.S. TRASH BIN S62 • ab S54 FRONT ELEVATION (T14 S61 (SHELF) (SHELF) FRONT JUICE COUNTER TRASH CAN S15 S59 M28 ittri IA STORE #561 SOUTHCENTER Matt, 6&3&uth�nter #%7O Tukwila, WA 916185 Consultant DAEMS & MYERS ARCHITECTURAL 301 WEST 5400 SOUTH 1200 SALT LAKE CITY, UTAH 84107 PH: (801) 263 -3457 / FAX: (801) 263-3529 Consultant Registration Issues and Revisions No Date 1 7/18/03 3 9/30 /03 jamba juice Issues CONSTRUCTION -- RD OWNER COMMENTS -- RD Plairry Project one JAMBA 5.0 PROTOTYPE Project Number JJ50 Description JUICE COUNTER PLAN Computer Flip Soak 1 = 1' -0" Templar w n w ALLIANCE, INC. E D STATE Oi WASHINGTON - S 0 2003 All dm . drvolok arravetenteds, and paw wick acrd v nrpmenied by this draining ar o., d bp aid ilvr prawn* ot Olmenvi iMoms al fir_ bor. aid ..ter ~id evolved and drourbspedi Oar try an and w cannereon ..dn due aprcied Pmt Name d welt sMak dry anrawsrawais at puss br wed b► ar 4,' .rd wd arw wren, few ar c urprsraran v awtproe�t ineminorper wawa! rwr ammo paniamenon di DMd►A By Check • 4 T I\ ( EZBA R ) 7 (EZBAR) \ 00 0 • O O • 00 �0 0 0 • O O • r • 1 PLAN SECTION PLAN SECTION PLAN SECTION m ® PLAN SECTION S.S. CAP, O.S.C.I., TYP. BOTH SIDES OF WALL ci • FRONT FRAMING ELEVATION 2 2`- 2 ' -7 ' FRONT FINISH ELEVATION PROVIDE BACKING AS REQUIRED FOR 515/S60 DUPLEX FOR CRATHCO SEE ELEC. DWGS. DUPLEX FOR EASYBAR SEE ELEC. DIGS. NOTE: THIS DRAWING SHOWS HEAD UNITS EXTEND 1/2 BEYOND FRAMING INTENTIONALLY TO ALLOW FOR THICKNESS OF WALL TILE SUBSTRATE. (BY G.C.) GLYCOL CHILLED JUICE HEAD WITH INTEGRAL CONTROL PAD(S) AND INTEGRAL (REMOVEABLE) DRAIN PAN. G.C. SECURES IN PLACE IN WALL NICHE. SIDE PANEL(S) REMOVEABLE FOR ACCESS. DUPLEX RECEPTACLE FOR CRATHCO 4* CHILLED JUICELINES TO HEADS. JUICE LINES WOULD COME PRE — ATTACHED TO HEADS AND CONNECT INSIDE MAIN EASYBAR UNIT VIA QUICK DISCONNECTS. EASYBAR UNIT (10" Wx31 *Hx10" D) S.S. CABINET W/ REMOVABLE FACE PLATE G.C. INSTALLS IN WALL. WOULD RECEIVE POWER THROUGH PIGTAIL FROM J —BOX BUILT INSIDE WALL. DUPLEX FOR GLASTENDER SECURE TO WALL 2' -r 1) BACK FINISH ELEVATION CABLE BOX, SECURE TO WALL PROVIDE BACKING AS REQUIRED FOR P0S MONITOR MOUNTS POS ARM, MOUNTING HARDWARE & MONITOR (MONITOR SHOWN DASHED) O.S.C.I. SECURE TO BACKING IN WALL. SECURE TO WALL PLAN SECTION .03 T PLAN SECTION cal PLAN SECTION PLAN SECTION « Mr► PLAN SECTIONS 1) 1 2 '_ �» 1 2 -7* 2 '_ 7 » (RESTS ATOP S15) 92 SECURE TO WALL SIDE FINISH ELEVATION 1 J 1 d . OF S15 MOUNTING BRACKET 5-8' A.F.F. T . TX*" frettOvt {c ,, : V 4 iy ` 4' die] STORE #561 SOUTHCENTER aura. 6S oiitb�n tcr #F7O Thkwila, WA W 188 Consultant DAEMS & MYERS ARCfflTECTURAL ALLIANCE, INC. 301 WEST 5400 SOUTH #200 SALT LAKE CITY, UTAH 84107 PH: (801) 263 -3457 / FAX: (801) 263 -3529 Consultant Registration 4ehitect Registration Issues and Revisions No. Date 1 7/18/03 3 9/30/03 Protect Swnber J150 Description EZBAR WALL Computer File jamba juice Saar 1" = 1' -0 • Issues CONSTRUCTION OWNER COMMENTS $ � e. o Li STATE OF WASHINGTON L-- "krr, X0200 Template =, CC A3.13 ifirmaant Project 'same JAIBA 5.0 PROTOTYPE rdem. dirmitols arrametteents. avid piso ■ dicatld or rrrpresesse d ibir ems draping inP a►wwrd be aid foe pro w% of Dams i ors Aft honrlrral %hare ►_ boc9 arid wilwr, crud erolMrd and *wirlop rd for use on and to comersout wry Sue vended payed Nome al wren dews, drsawa, amiasqpionviis or peso */ be reed by or ~ORM to ai• Presort I rrlL ar COnparams *or awiprpose wly�r.rr waive Carr wwtl�sr /rrrrreorow d OW4A ED By Check -- RD - -- RD • :QUIP NAME MANUFACTURER MODEL NUMBER PLACE S 4LLER VOLT /� P &MTEQUIP. GAS CW HW FCW VENT DW IW HP WIDTH /DEPTH /HEIGHT REMARKS E03 Bar Concentrate _ Dispenser Eas : ar Custom Client Vendor Vendor Vi Vi V V V� C.C. 111111 1104111 120,1] ®il 120 jl 120 110 A WJ 111111111111 208 ®m 120 208 120 2O ®Q 5 M j 56 Mfill ■ 50 � . r 9 -3 4 x15 x27 - 5 16 E04 Orange Juice Dispenser Crathco GRIND 15 -4A er a • itator Client E05 Die Box Cabinet Nelson NELSBD8SH Client 5 - 15R 5 -20R 54 x31 - 1 4 x36 18 outlet height — NEMA 5 - 15P and cord on equipment. E06 Blender w]lexiglass Cover Vita —mix Touch and Go SUND3002 NUTRIN- 350 —HDEP Client III Dedicated circuit for each blender. Cutout & Vent per manufacturer. E07 Wheat Grass Juicer Machine Sundance Client E08 Carrot Juicer Machine Nutrifaster Client I 3 .4 DIA. 12 18 2 16 x16 x20 51 lbs. E09 Ba • --in -Box Compressor El0 Ba• -in -Box GI of Chiller E13 Baked Goods Case Speedaire T -20HP Client ____________ _ ____ _ _ ___________ _ _____ Mount on sleeers above walk -in unit. Provide 12 clearance all sides. Banner BR50 Model 60823 Client VeJ Vendor Vendor Vi Vendor Vendor Vendor G.C. EM _ Vendor Vendor .5 g1 -0050 . .. . , Id Pum Mount on sle- •ers above walk --in unit. Provide 8'' clearance all sides. S• artan Custom Client 17 -1 2 x15 -1 2 x17-1ZI ETL Approved E17 Toaster APW W • tt FT -800 208v Client 6 -20P _ 14.6 Hx15.2 Wx22.8 D Re • uires 1 2 F.W. down 12 inside corner of walk -in cooler. E18 Bevera a Pum • Rack Client Client Client � Q, ! 1111 ©� ©L1 27.25 x27.75 x33.25 E20 1 -Door Frid • e Undercounter Delfield Duracold DEF406 -CA 5 -15R Cord NEMA 5 -15P on equipment. wl 3.5" Casters E22 Walk --In Cooler Box w Com • . Custom Prefab w White Exterior J--BOX J -BOX _ _ See Sheet A2.1 No ram • See Sheet A2.1 No ram • G.C. shall seal all walls behind and adjacent to walk-in boxes. E23 Walk --In Freezer Box w Com •. Duracold Custom Prefab w White Exterior Client G.C. shall seal all walls behind and ad' •cent to walk -in boxes. E30 Ice Machine Flaker and Bin Hoshizaki F800M B300 Client Client Client Vi Vendor Vendor 22 x27.25 x71.25 Connect to filtered water 'rovide 20A Fused Disconnect E38 21"x36 Dr Stora • e Shelvin • InterMetro - 21 x36 • x72 Chrome Finish E42 24 x36 Dr Stora • e Shelvin • InterMetro A2436NC 24 x36 x72 Chrome Finish E54 24 x36 Cold Stora • e Shelvin • InterMetro A2436NK2 Client Vendor G.C. r 24 x36 x7 Metroseal finish E55 24 x48 Cold Stora • e Shelvin • InterMetro A2448NK2 A2460NK2 Client Client Vi Vendor Vendor Vendor MIMI G.C. _ 11.11111.11 24 x48 x72 Metroseal finish E56 24 x60 Cold Stora • e Shelvin • E57 21 x36 Dunna • e Rack E59 Citrus Juicer Machine Alternate F09 File Cabinet Two-Drawer F10 Lockers InterMetro 120 1 24 x60 x72 24 x36 x12 18 x22 x61 -3 8 Metroseal finish Cambro DR360 FMC Co 'oration FMCF6002000 Client Client 20 _ 18 outlet hei • ht. Includes vendor supplied cart. - V� V� , Win --Holt _ 12 x18 x36 PROVIDE4 LOCKERS WITH DIMENSIONS INDICATED F12 Desk Chair Office Client V� G01 Interior Jamba Juice L. • to Small G03 Sneeze • uard Vin Lo • o Flaharty Client Client V� 1 1 - - r 1 8 8 M Nfir) CN Pr) I ' - 1 i i Flahart Vendor NNE NNN . - _ - - - . - 1 1 1 1 1 1 _ r r H01 One -wa Viewer P - - • Hole Ives G.C. Client C.C. Vendor G.C. to install at each handsink H03 Soa • Dis • enser Col • ate - Palmolive H04 Hand Sanitizer Di • enser Col • ate - Palmolive Bobrick B262 8242HU 8038CCLW 1951 Client Vendor G.C. to install at each handsink H05 Pa • er Towel Di • . Waste Rece • t. G.C. G.C. C. H10 M • • Han • er Fiorestone G. LO1 8 Recessed CFL Down Li • ht I Li • htolier Client Vendor GE 46313 F42TBX SPX35 LAMP L03 5 Recessed Ad' stable Down Li • ht L05 5 Recessed Down Li • ht Li • htolier Li • htolier Metalux G- Series Li • htolier Li • htolier Metalux 1002P1 1048 Client Vendor GE 18060 75PAR3OFL LAMP 1004ICX 1013 3 -F32T8 SP30 9O23W I 6001WH 4 6002WH 8' Track SS132- 120 -LE3 Client Vendor • GE 18060 75PAR3OFL LAMP L06 2 x4 Recessed L07 Gimbal Rin • Track Head PAR30 L08 Track Li • ht Track Stri • Fluorescent 1403 Radius Ceilin • Soffit 1421 Menu Board Soffit Client Client Vendor Vendor Reduced li • ht ou • ut electronic ballast. GE 18060 75PAR3OFL LAMP Client Client Vendor Vendor _ CUT TO LENGTH F32T8 LAMP Custom Millwork Custom Millwork Custom Millwork Custom Millwork Custom Millwork Client Client Client Client Vendor Vendor Vendor 1 See Sheet A8.1 for --. 149 -1 See Sheet A2.1 for dimensions, 18 Glass ' ost Sneez - • uord 1436 32 8 -Panel Menu Board 1 Vendor f G.C. to • rovide bodkin • su • • ort as r - • uired. 1.446 Mona • er's Desk w shelves Client Vendor Provide 2x wd. blocking for shelves as required. M53 Snack Counter Base Custom Millwork Client Vendor 1154 POS w Snack Bose . . . Custom Millwork Client Vendor ©► • P03 Hand Lavator Wall- Mounted PO4 Janitor Sink P07 Electric Water Heater Advance Tabco 7 -PS -60 w/ K4 72 Faucet Hole R G.C. G.C. G.C. • „j�� Stainless Steel with deck-mount faucet aerator and wrist blade handles. Florestone MSR -3624 36 "x24" 57-11 16" 33 -1 8" dia. 36x8 x 3 2 " x Center drain w 18 • a. s.s. drain • rid flat type 1430 Rheem EGS15 -85 -G WPD 9328 -05 3382 • rin • St e 113269 G.C. Client G.C. G.C. G.C. Vendor G.C. G. 208V 3P 120 1 =Ell �, Vi i Q , � G.C. to • rovide and install seismic restraints as • uired b code. r - Filter assembl with • refilter and alarm s tem -wall mounted at • r • sink P10 Water Filter Lar • e P12 Pre-Rinse Sprayer E - • ure Fisher P13 Swin • -T , • e Faucet Fisher P15 Countersink Faucet Fisher X3256 G.C. G. Wheat • , ass sink • ets FCW P17 Deter • ent Di- •enser Col •ate-Palmolive 1 AJAX 7927 Client VE _ 25 -1 8 "x8"x24 -1 8" Provide 1 2" stub at mop sink. P20 Janitor Sink Faucet Fisher Zum • 253 Z- 1930 -2NH G.C. G.C. G.C. G.C. C.C. G.C. y With vacuum breaker double st • • bucket hook and wall su • • ort P21 4X8 Floor Sink P22 12X12 Floor Sink 2" waste 7� Zum Z- 1900 -2NH G.C. G.C. G.C. r Sarni -flor receptor w/ half grate, anti-splash stainer & white enamel interior. P23 12X12 Floor Sink 3 waste Zum Z- 1900 -3NH G1, Concealed ite G.C. G.C. G.C. G.C. G.C. G.C. P29 Fire • inkier Head Customer ' r:.• Reliable P30 Fire • " kler Head Back of House __F)33 Blender Cup Washer Reliable G. Semi - recessed, White G.C. G.C. G.C. _ • ulbo Spulbo Cu • Washer Client Vendor G.C. - 5-3 4 "dia.x13 -1 2 "h S14 D' J• :. Well aucet S38 POS w Snack T. • S40 Snack D " -• a T. • Fisher 3041 combination Client Vendor G.C. 1 -1 2" 3 8" shan • ovided b stainless vendor installed b G.C. CustaKn Stainless aient Vendor G.C. Custom Stainless Client Vendor G.C. S44_ Integral Wheat Gross Sink Custom Stainless Client Vendor G.C. I 1/2 Connect to filtered water. Braided stainless waste. S47 Corner Guard S49 3a" Bumper Guard Custom Stainless Custom Stainless Client Vendor Vendor Vendor , G.C. 1 48 " Lx2 Wx2 D Client Client G.C. G.C. 1 41114144.0 _,S51 T-- station Blender Counter S52 24 oz__ Cup_Disvenser Custom Stainless 11' -4 Lx3 -5 Dx36 H . n Velter Products ESC -35LS Client Vendor G.C. 1 2 Kr S.S. vendor to shop-install in Blender Counter 553 T- station Sink & Dipwell Station Custom Stainless Client Vendor G. C_ I 4'- 9'Lx2' -- 8"Dx4 ; - 4"H _ - - _ 554 32 oz. Cu�Despeyrtser S55 T-- station Blender Shelf Vetter Products ESC -40LS Client Vendor G.C. S_S_ vendor to shop - instill in Blender Counter '' ! " �+ ounter '+' Custom Stainless _ Client Client Vendor Vendor C.C. 6' -1 x17"Wx9 -1 2 "H - _- S57 T- station Ice Bin S59 Vertical Napkin Dispenser • S60 Juice Station (Custom Q Custom Stainless QC. 20-3/4 127_3/4 .'D Numeridex CIMND -1 V Client Vendor G.C. ! GC_ to ilstall i blender counter_ top_ Custom Stainless Client Client Vendor Vendor -- - - Vendor - -- Vendor Vendor Vendor vendor G.C. C. . G C G.C. - _ 6 - 3314 1.x2'- 8 -O _ 16 16 * wx1 -1 /2 FIELD VERY EXACT DIMENSIONS PRIOR TO FABRICATION 2 S61 Neat Gross Troy ^. -.-.- _ Custom Stainless Custom Stainless .,� _ _ ti.. - - _ _ w . = _ _ _ S62 Produce Bin wJ Drain_ S63 Cup Lid Holder - Client - -- Client - -- client � _ Client_ Client F - 19 x16 12'H i 220-37 4 ss Custom Stainless - -- GEC. : S66 _ _ tgross Cup S8O T- Station Boost Array - Si San .larnwr OC G.C. 16 4- 5/16'"dwo. Adjust s dats or sleeve nveer fa Custom Stan - less G C.C.' C` _S92 Bumv Screen _ Monitor Holder custom Star - , 1 --_ - 1 -- _____ . M • a jamba juice STORE #S61 SUTHENTER MALL 680Southamter #%7b Thkwila, WA 916188 Consultant DAEMS & MYERS ARCHITECTURAL ALLIANCE, INC. 301 WEST 5400 SOUTH #200 SALT LAKE CITY, UTAH 84107 PH: (801) 263 -3457 / FAX: (801) 263 -3529 Consultant Registration Issues and Revisions No. Date issues % RICH rr) E. u STATE OF WASHINGTON By deck 1 7/18/03 CONSTRUCTION -- RD 2 8/20 /03 HEALTH DEPT. COMMENTS -- RD 3 9/30 /03 OM ER/ LANDLORD COU NTS -- RD Project Marne JAMBA 5.0 PROTOTYPE Project Number 4150 Desaipoon EQUIPI.IEN T SCHEDULE Carte F de - 033_ dwq Scair AS NOTED Tier A32 _ •ok. All •dk+r.. *vow arranoproaton, and oars milltrancl or mireseroed br► Ilas *atm* at wrwed bra and the prawr• at Damns i Mrr% a1 :_ In& and .tor ~Id evolved avid drr dose d tor one on aid a ammortion _. rw • *nrcrirrd pewit Now of quit rdm dre arasrrwros or ion br rod bb or dipicktird wD an pima. firms ar cwpraran war oriporpsop QUIP KEY EQUIP. NAME MANUFACTURER IBM MODEL NUMBER - PLACE ORDER SUPPLIER INSTALLER VOLT H /p AMP 36 NEMA OUT GAS CW HW FCW 'VENT DW IW HP SPECIFICATION WIDTH /DEPTH /HEIGHT REMARKS 1 TO1 POS Cash Register/ Drawer Client Vendor Vendor Vendor Vendor 120 1 Tail at +3 run in toe kick, isolated ground. G.C. to provide POS wiring 1 T04 Safe Amsec BW62020 Client 20 W x 20 x 20 H See Elec. Dwgs. 1 T05 T06 T07 T09 Money Count Machine Tellermate TX114 Client Vendor Client _ r See Elec, Dwgs. Office Computer IBM Client Vendor Vendor See Elec. Dw•s. Office Printer /Fax /Copier Hewlett— Packard Client Vendor Vendor _ See Elec. Dwgs. Time Clock Client Vendor Vendor 120 1 _ _ General contractor to obtain s•ecification from Jamba Juice. T10 Music S tem AEI Client Vendor Vendor T11 1 T12 Securit Alarm S tem Detection Systems DS7090 Client Vendor Vendor r - Buzzer _ _ Client Vendor Vendor 1 T13 10 POS Monitor & Bump Bar IBM Client Vendor G.C. _ _ _ _ See plans for monitor/bar location T14 V01 14 POS Monitor & Bump Bar IBM Client Vendor G.C. _ N) Lennox Rooftop Pkg. Unit See Mechanical Drawings Client Vendor G.C. V05 V06 Thermostat Controls Lightstat TMD --AVU - G.C. G.C. y 4.9 "x1.3"x3.3" N HVAC s sy_tems: Tstat Lennox supplied; (E) HVAC systems, Tstat G.C. supplied. Thermostat Remote Sensor Lightstat -- Client Client G.C. G.C. _ _ - Locate per elevations, see V05 for supply information. W01 WO2 Coat Hook Rack _ Client G.C. - Controlled b li • ht switch. See Mech. Dw • s Ke • oard Tray Vendor Vendor _ W03 I W05 Bulletin Board Client Vendor G.C. Mark —N —Wipe Board Client Vendor G.C. �_ r W06 Time Card Holder _ Client Client G.C. X01 Jamba Sign /Logo (Illuminated) Vendor Client Vendor Vendor _ See Elec. Dwgs. I I 1111111111111 III III III 11 IN 1 1 temigmo - f, I` 'r 7 f ,rin - i i • Consultant j arnba juice SPORE #000 SOUTHCENIER MALL 680 Southcenter #FV Thk; WA 188 DAEMS & MYERS ARCIIITECTURAL ALLIANCE, INC. 301 WEST 5400 SOUTH 1200 SALT LAKE CITY, UTAH 84107 PH: (801) 263 -3457 / FAX: (801) 263-3529 Issues and Revisions No. Date 1 7/18/03 Project Number J O Computer F pie 1 issues CONSTRUCTION -- RD ibla)0 .LAMBA 5.0 PROTOTYPE ,Description EQUIPMENT SCHEDULE Scale AS NOTED Templar : %. J E �. i .� ; A33 SEP3O2CC 3 • I IIKVLIE - AR Weak *wire.. arravernments.. and piir+r` undiluted ar reyrrievMrd be Who drawer* air aw•wed btr and r.r prgprrt « at Rims a Wert Arehite ctrral Nilh lncf and worn' mord. evoked and drwtloped b air an and w cvrwr tan 'nib due sp'''ied gnaw. Now di *web •dews, des, awaiverfargig5 v Pim 461.1 be► rod lift or diwrbwd to aw permit_ few ar carporanow for aR porpme villommompr isdesamit tie worn pannewara at a4►A By Check 4110. gero.1110.1.11wr 1 9 LAY -IN CEIUNG 0 10' -6" ABOVE FINISHED FLOOR, TYPICAL RAISED LAY -IN CEIUNG -COORD. HEIGHT 0 /WATER HEATER W/ MANUFACTURER SEE 12/A9.2 1 1111R11I V 'V* o r V IAA A A ;of LAY -IN CEIUNG 23 LAY —IN CEILING 0 1O' -6" ABOVE FINISHED FLOOR, TYPICAL ALUM. 6 CONDUIT RUNS ABOVE CEILING, BY G.C. CONDUIT SHALL TERMINATE 0 SOFFIT OVER JUICE DISPENSER & 0 TOP OF WALK -IN REFRIG. SEE DETAILS FOR PENETRATION LOCATIONS PAINTED 5/8" TYPE "X" GYP. BD. SOFFIT 0 +8' -0 "AFF LAY -IN CEILING LAY -IN CEILING 0 11' -0" ABOVE FINISHED FLOOR PAINTED 5/8" TYPE "X" GYP. BD. HEAD +10' -5 "AFF LIGHT FIXTURE SCHEDULE Eq. KEY Lo1 L03 Los L07 [08 L12 RA SA SYMBOL • v v lammommu4 N EQUIPMENT DESORPTION 6.25' READ CFI. MGM 15 READ ADJ ONIUGHT 5 RECESS DO INUGHT 2`x4' READ OR 1'x4 VERIFY N/ ELEC. COAL RING TRACK HEAD PAR30 TRACK LIGHT TRACK 1x4 STRP Ru0AESCE>4T RETURN AR GALE SLIMY AIRE MIA KEY NOTES NOT USED ALL BULBS AND LENSES IN FOOD PREP., SERIACE, AND CUSTOMER AREAS SHALL BE EASILY CLEANABLE AND SHATTERPROOF. WHIRL SOFFIT MENU BOARD SOFFIT WALK --IN BOX COMPRESSOR SHALL BE LOCATED AND INSTALLED ABOVE WALK -IN -BOXES IN CLING SPACE (NOT IN CONTRACT). OP SHEET NOTES . REFER TO SHEET A0.1 FOR RESPONSIBIUTY SCHEDULE AND SHEET A0.2 FOR GENERAL NOTES AND REQUIREMENTS. 2. REFER TO SHEET A9.2 FOR SEISMIC BRACING. 3. CONTRACTOR TO FIELD VERIFY LOCATIONS OF ALL (E) SPRINKLER UNES AND /OR OTHER OBSTRUCTIONS AND RELOCATE AS REQUIRED TO ACHIEVE SCHEDULED CEIUNG HEIGHTS. CONTRACTOR SHALL COORDINATE ALL SUCH RELOCATION WORK WITH LANDLORD PRIOR TO COMMENCING. 4. CENTER ALL FIXTURES IN CEILING TILE MERE APPLICABLE. 5_ REFER TO EQUIPMENT SCHEDULE FOR ARE SPRINKLER TYPES 6. FOR ROOF PENETRATIONS/BURGLAR BARS, SEE DET. 5/A9.3, 6/A9.3_ 7. EXTERIOR AWING AREAS WHICH EXCEEDS 4 FEET IN VADTH Vall REQUIRE FIRE SPRINKLER PROTECTION. - SIDEWALL SPRINKLER HEADS SHAH BE USED IN THESE AREAS. 8. ALL BULBS AND LENSES IN F000 PREP., SERVICE, AND CUISTOIER AREAS SHALL BE EASILY CLEANABLE ,MID SHATTERPROOF. LEGEND START POINT FOR CEILING GRID 1 - 1 (NIGHT LIGHT) (NL) FINISH CALLOUT, SEE FINISH SCHEDULE SHEET A5.1 INDICATES NIGHT LIGHT CIRCUIT, SEE ELECTRICAL DRAWINGS VINYL ROCK SEE 4 A/5.1 NOTE: THESE ITEMS ARE LAYOUT FOR DESIGN INTENT ONLY REFER TO FIXTURE SCHEDULE AND ELECTRICAL DRAWINGS FOR SPECIFIC REQUIREMENTS_ jamba juice STORE #S61 SOUTIKENTER MALL 6&&iutb�ntcr #I7O Tukwila, WA 91&188 Consultant DAEMS & MYERS ARCHITECTURAL ALLIANCE, INC. 301 WEST 5400 SOUTH g200 SALT LAKE CRY, UTAH 84107 PH: (801) 263 -3457 / FAX: (801) 263 -3529 Consultant Registration Issues and Revisions No_ Date 1 7/18/03 2 8/20 /03 3 9/30 /03 Project 'flame ,JAMBA 5.0 PROTOTYPE Project tiumbes 1150 Description REFLECTED CEILING PLAN Comdr F pie -- 4.1. dwq CONSTRUCTION -- RD STRUCTURAL - - RD OWNER/ LANDLORD COMMENTS -- RD Issues 114"=1' --O A41 TERED CT \!) STATE OF WASHINGTON SE`i 0 203 PIA absak / ow arrovermerits, aged piers ynflC *d or revirmsnarel by tlar. drais+wg are v.raed by aid SNIP preglerh d Dwrwd i mom% Arrtaarrtaral re. old were mated e+ rd aid direrl Ord tar Ter aw aid w cvweclrrow walk dor ipawailyd papa Maur 1 wcir . im& *wok am em ar plow 4411 be armed b► or dr riarod to aft ponort. taws or carprwasom ter a�prrpQ±r wAr�•o�rwr w vaR �r arena pefwwewow of 044 By Check • • • FINISH DESCRIPTION B - Quarry tile W/ 3/8" radius integral C Solid Maple Trim Base 6" Stainless Base w/ 3/8" radius cove Customer & Service Area Ceiling Tile Service Area Ceiling The Kitchen ceiling tile P Quarry Tile Customer Tile Stained Concrete P -1 Customer & Service Area 1 wails P -2 Menu Soffit Whirl Soffit Accent 4 Not Used P -5 Back Walls; refer to Elevations Pointed Gypsum Board F.R.P. w/ Matching Trim Ceramic Tie White Laminate w/ Maple Trim Maple Wainscot Not Used Plastic Laminate Woad Veneer & Solids (load veneer & Seeds Awoke (1/21 Parader Coat e Dal Tile Textures 6 "x6" Custom Millwork Custom by Walk-in vendor Armstrong Cirrus Square 2' X 2 USG Interiors -Vinyl Rock 13260 White USG Interiors -clima plus 13260 White Dal Tile - Textures 1T03 Ashen Gray - Regular Blend Dal Tile - Gold Rush Series 15202 Gold Dust A -1000 Water based concrete stain Benjamin Moore #127 Benjamin Moore 1298 YELLOW Ben jam in Moore 1161 ORANGE Benjamin Dare Super - Write Per details. Kern, e Kemlite Glasbord -P 4 x4 nomind with appropriate trim pieces Grout: . Ultr f � Color Ker 200 Series White Formico / Custom Millwork Polished Finish Formica #932 -90 Antique *bite Supplied to site as part of pre - assembled miwerk counter fascia panels. 34 -1 1 With Varies in 4' widths. Dd -Tie 0137 Semi Goss Custom Iliwork Plain sided maple (dear) Plain sliced maple K3-8480 * Frosted Mite Ca6na1 mid fiiahes 1 NOTE: ALL WALLS FINISHES SHALL BE SMOOTH. REMOVE OR RESURFACE TEXTURED WALL SURFACES PRIOR TO APPLYING JAMBA FINISHES. 1103 Ashen Gray-Regular ular :lend Grout: Mapei I y- egg i 7 p U trfCofor Ker 200 Series #4 Charcoa l 3/4 x 5 1/2 dear finish Materials and Installation by 'Walk -in vendor x 15/16' DXT Grid, Color: White. 2'x2' 15/16" DXT Grid, Color.. White. 2x4 15116" DXT Grid, Color. White. 6 - x6 Grout: Mapei Ultrf Color Ker 200 Series #47 Charcoal Sizes per detail. Grout: Mapei Ultr /Color Ker 200 Series 109 'Gray w/ Americrete A -1050 Water based stain enhancer Seal w/ Americrete A -1200 Natural Sealant - Match BM#161 Eggshell No substitutions allowed. Eggshell No substitutions allowed. Eggshell No substitutions allowed. dear finish Semi -- ass No substitutions allowed. e er o evil ions or ' amt K:_09 084 ivory Textured Finish Jambe National Kernlite Account; contact Bob Kilbourne Buff Papercroft 91915-42 sparkle finish Cherry stain to match mistral maple & dear Finished Satin Finish,, Illoiterfaid Edge T353 -G'R06 Serer 30X Goss � i■■■ ■■■ 111 iii III ■■■■■■■ ■ ■ ■11■ ■ ■iiii I■ 1111 ■■ ■■ ■ ■11 ■ ■ ■ ■■■■ ■■■■■ ■11111■ ■■ ■ ■ / ■r■■ ■■ ■1111■ ■■■ ■■ ■41 ■111 �I■■■■■■■ 11■■■■■ 41■ ■ ■ ■ ■ ■■r� ■ ■ ■ ■ ■■ d miu mmunu r ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■►� ■ ■ ■ ■ ■■ I■■■■ WALK-IN ■■■■■■■■■■■■■■■I■. A I■■■■ ■■■■■4141■■e 1111■■N, ■■��■■11■■■■■■■■■■1► 1■■r Ammo REFRIGERATOR ■■■I ■■■■■■■■■ ■UV■ ■ •■■■■■ ■r,��,7 ■■■■I�`i.1■■1 ■ ■ ■■ ■■ ■1.711■ ■ ■■11 ■ ■11 ■1 /■■11 ■1111 ■ ■I 1■■■ ■1111 ■1111111 I ■ ■11 ■■ ■■ {11■■■ ■►:Ne� ■1 ■■411 • mumn ■ ■ ■ ■ ■ ■■ ,,i► ■1I■ ■ ■1111 ■ ■ ■1 i■�r■r■��������r■� ■ ■ ■ ■ / ■i 1 ■ ■ ■ ■ ■ ■■■■1 ■ ■ ■ ■ I ■ ■ ■i�l ■1 ■■■ ■i■■■ ■■I j■■■■■ ■ ■ ■ ■Lw111 ■■■l ■ ■ ■ ■ ■1 ■11■,,,1rame r111111■■e111111■ ■111111 EMILBE w'B11l1Eww■ t +� w# ■ ■■■■■■ ■■■■■■■ ■ ■41■■■ 1111 ■■1101 ■■■ ■■■■ ■11w11 ■ •11 ■t 1■ ■ R ■ ■ ■ ■ ■ ■ UI 111 1■ ■.■ ■ ■■ •■ ■11■1 1■■ ■41■ ■ ■■ ■!■ ■1 1■■■ ■ ■■■■■ ■1x11 1■ ■■■01■■■■r 1■■U ,• �■■■■■..i ii ■i� 1i11■■■I■ ■■■■■■ •■■11■1 1■■ ■■■■41■■■SI■1 1■■ ■■■1111■ ■4111 ■1 1■■ ■ ■ ■ ■ ■11 •• ■ ■1 :11■ ■■ ■■1111■■ ■ ■, 11■■01•■ ••11■■■■1111010101■■■ ■ ■■ ■► A9.1.■■ 1■■■■41■■11■m 1■ ■■■ ■■ ■ ■ ■■ ■ ■f■■ ■1111■■■■1111 ■ ■. /141■ 1 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■11■ 1■■■ ■ ■ ■ ■ ■ ■ ■■ ■II■■m■ ■■ ■■ ■■ ■■■ t■■■ 1■ ■ ■■■ ■■ ■■■'■I 1 ■■ ■ ■ ■ ■ ■■ ■■ ■■ ►�■ ■A ■■ ■1111■■■■ IUU� 1 ■ ■ ■ ■ ■ ■ ■ ■!!� �' .:■71 wan-. IM■ ■ ■■ "11`11■■■■■ i ■r ■■■ ■■■ 11. 1111■■■■■ '111■■■■■■■ ■■■41 •■41■■ ■41 •■■■■ ■4111■■■■■■■■■■■■■ S11■11■■■■■ ■ ■ ■■■11■■ mail ■■■ ■Ir ■■41l1■■■■41■4141■■■■■■■■■■ ■1111■ ■41 / ■■■■■11■■■■■■■■■■■■ ■lii�i A91 I■11■■■1111M•■11■■■■■■■■■•■■■ —, ► .._i ■■■ ■ ■ ■ ■ ■11■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■/"9N■ ■� ■4111■ ■1111■ ■ ■ ■11■ ■■■■■■■1141 ■/ag I■■■■■■■ ■■■1111 ►7■■ ■■■ ■1111■ ■11 '75-: ■■■■■■■■► 411 ■41■■ ■ / 1111111111•P''' 1111111/111 II th. • 4 MEN NMI EOM 4 > NINA UMW • r • (E) SERIACE CORRIDOR e e • i r r t. 1 1069 LB -21 800) 435 -0080 for local distributor. FINISH SCHEDULE ROOM /AREA ■ALI( -�1 REFRIGERATOR BALI( - N FREEZER FLOOR 1 F-1 1 1 F -1 1 IOU PRE- FAB •SftLNEOuS: BASE WALLS [ 8-1 1 IB - 1 1 1P-1 1 Iwr11 L W -31 P-1 1 IW-21 1 W - 31 1 P -51 L.2J 1 J PRE FAB rEF31 PRE- FAB 24 CEILING Ic -1 1 I P -41 C -2 1 C - 31 INSTALLATION NOTES. EGGSHELL PAINT 1ST COAT: ACRYLIC LATEX ENAMEL UNDERCOAT 21m COAT: ACRYLIC LATEX EGGSHM ENAMEL 3RD COAT: ACRYLIC LATEX EGG911111. DWI ggaii 1ST COAT: OIL BASE ENAMEL UNDERCOAT 2ND COAT ACRYLIC LATEX EGGSHELL ENAMEL IRD COiAT: ACRXIC LATEX EGGSHELL ENIMEL, SEE INTERIOR ELEVATIONS FOR 1 EXTENT OF FINISHES REMARKS SEE FINISH PLAN AND INTERIOR ELEVATIONS FOR EXTENT OF FINISHES SEE INTERIOR ELEVATIONS FOR EXTENT OF FINISHES PRE- PREFABRICATED TNT W/ITE EXTERIOR FAB (NOT IN CONTRACT) PRE- PREFABRICATED UNIT W/W ITE EXTERIOR FAB (NOT IN CONTRACT) 1. PROWDE DAL EPDXY ADHESIVE 1210 AT ALL TILE INSTALLATIONS. 2. ALL WALLS AND CEILINGS ARE LIGHT COLORED IN THE RESTROOMS AND ALL FOOD RELATED AREAS. INSTALLATION NOTES: SEMI-GLOSS PAINT 1ST COAT: • e a TED SEALER 2140 COAT: SEu-QOSS 11CR1rUC LATEX ENAIEI 311D oaT_ suit-cuss ACxVUc LATEX ENAMEL MEICII 1sT COAT: a BASE ENAMEL UNDERCOAT 2140 AT: sEr -class Amax LATEX oo+►r: SW-GLOSS ACRYLIC LATEX R:2 Ku: DIMENSIONS MUST BE VERIFIED IN FIELD PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL LAYOUT THE WORK AND ESTABLISH ALL THE POINTS WHICH ARE SHOWN ON THE DRAWINGS. IF DRAWINGS DO NOT CONFORM WITH THE PHYSICAL CONDITIONS IMMEDIATELY NOTIFY THE ARCHITECT, WHO WILL MAKE NECESSARY CORRECTIONS AND REVISIONS. FAILURE TO DO SO WILL RESULT IN CORRECTIONS AT CONTRACTORS OWN EXPENSE. LEGEND (N) PLUMBING FIXTURE IN SLAB, SEE PLUMBING DRAWINGS ■■1111411 MOM ■41■ ■411 ■■■■■1 (N) QUARRY TILE SHEET NOTES FLOOR TRANSITION . REFER TO SHEET A0.1 FOR RESPONSIBILITY SCHEDULES AND SHEET A0.2 FOR GENERAL NOTES AND REQUIREMENTS. CONTRACTOR SHALL COORDINATE EXTENT AND INSTALLATION 2. Of FINISHES 1MTH MILLWORK, STAINLESS VENDORS. REPORT ANY DISC REPANaES TO ARCHITECT AND CONSTRUCTION MANAGER. KEY NOTES CITY OF TAMA APPROVED OC T2 02CO3 AJ 1!hJ Ell 11113 PREFABRICATED WALK -IN FREEZER NOT IN CONTRACT. Protect Name 4 INSULATED FLOOR BY WALK-14 FREEZER BOX VENDOR 'WITH 6" STAINLESS STEEL 3/8" RADIUS COVE BASE INSIDE AND OUTSIDE THE UNIT. COORDINATE SEQUENCE OF TILE INSTALLATION AND EQUIPMENT INSTALLATION. COORDINATE EXTENT OF 11LE FLOOR VAIN CASEWORK. GENERAL CONTRACTOR RESPONSIBLE FOR ACHIEVING SMOOTH TRANSITION BET EN FINISHED TENANT FLOOR a MALL 11LE FLOOR_ DASHED L t LOCATES FOOTPRINT OF COUNTER BY MILLWORK VENDER. INSTALLED BY GEC. CONTRACTOR TO MATCH MALI FLOOR TILE & BASE COLOR & PATTERN. COORDNATE 11111H LANDLORD'S REPRESENTATIVE FOR APPROVAL PRIOR TO INSTALLATION OF 111 & BASE. CONTRACTOR SHALL,, PATCH & REPAIR (E) MALI 11.E AFFECTED BY r NOT USED r jamba • • Hulce STORE #S61 S0vT7rGEN18!! MALL 680Soufhcenter #F6711 Thkwila, WA 98I88 Consultant DAEMS & MYERS ARCII1TETURAL ALLIANCE, INC. 301 WEST 5400 SOUTH #200 SALT LAKE cITY, UTAH 84107 PH: (801) 263-3457 / FAX: (801) 263 -3529 Consultant Registration Issues and Revisions No. Date Issues Project Number 41513 Computer File • 11 1 7/18/03 CONSTRUCTION -- RD 2 8/20/03 HEALTH DEPT. COMMENTS/ STRIICT. -- RD 3 9/30/03 OI1INER/ 1J1N0L0RD C0IMEWT5 RD JAMBA 5.0 PROTOTYPE Description FINISH PLAN - 051. dwg Scik 1f4 " =1'-O" A5.I Ar tect Registration RICHARD E BABAS STATE OF WASHINGTON sFp 22C3 Prri AiE000r All drum desiopek arammievis, and plow Inoirrard or reptrinonl br tam drawrgg am a room by aid Orr won% of i 'M w' / rliunrtr. Mc! and WIMP ~ink r.oNrd, ad develicipsd t.r one on and on conowCoon nib lul spr•rirlied poprrt haw ail verb .dire, Q pima er mom d bur ar dririlomrd b any /er'svR irwrk ar coromoon tior anriprrpo.r torte r romper amilhosit Ste genera /sw d OMAN MAN RED CT By Check • NO. DESCRIPTION Na DESCRIPTION xo1 Jornbo Sign/Logo (Illuminated) V MIL. STUD FRAMING ATTACHED TO (E) STRUCTURE - CONIRACTOR TO VERIFY EXACT CONDITIONS IN FIELD CEIUNG PER PLAN SOFFIT -' BEYOND STORE ADDRESS LABEL CONTRACTOR SHALL CONFIRM LOCATION AND LETTER SIZE WITH LOCAL FIRE AUTHORITY. COORDINATE INSTALLATION WITH LANDLORD. SECTION C FASCIA scuE = r = NOTE: CONTRACTOR SHALL CONFIRM LOCATION OF ALL SIGNAGL AND GRAPHICS MA TH JAMBA CONSTRUCTION MANAGER PRIOR TO INSTALLATION_ GRAPHICS /SIGNAGE KEY LANDLORD MIRRORED FACIA TO REMAIN CONTRACTOR SHALL FIELD VERIFY EXACT LOCATION, DIMENSIONS, ETC. CONTRACTOR SHALL PATCH & REPAIR ANY DAMAGE CAUSED BY CONSTRUCTION +15' -0" T.O. LL MIRRORED FACIA (V.I.F.) 0 %" TYPE "X" GYP. BD. CONTRACTOR TO FIELD VERIFY EXACT ATTACHMENT/ CLOSURE CONDTIONS IN FIELD VARIES (V.I.F.) Ws" TYPE "X" GYP. BD. OVER 3 %" MTL STUD FRAMING 0 16" O.C. 1 -0" 23 (1) MALL FINISHES TO REMAIN — L.EASUNE TO REMAIN (E) BEAM BEYOND WALK -IN --BOX „iPzver (N) NI" TYPE " CURVED SOFFIT - LEASLINE PATCH & REPAIR (E) NEUTRAL PIER PANT TO MATCH (E) 1 1 L (E) MALL STRUCTURE CONTRACTOR TO VERIFY EXACT SIZES, LOCATIONS, & CONDITIONS IN FIELD J c) —J SIGN BY OTHERS (UNDER SEPARATE PERMIT) GYP. BD. PAINTED I 0 • 1 ,_. r -` - 1 A9.1 taci4 r +1 s ict SECTION THRU STORE 4 u - CO 0 m s (E) LL MIRRORED SOFFIT TO REMAIN. CONTRACTOR SHALL PATCH & REPAIR Amajrzwerj A7.1, TYP. J � BASE TO MATCH Muu ensE (OPEN r r r 1 9'- 1 FRONT ELEVATION sic = yr = r-o J U Q CO LEASLINE --,r Q W m SCALE = 1/4- CONTRACTOR TO VERIFY EXACT HEIGHT OF (E) FACIA +15-0" T.O. LL FACIA (V.I.F.) +13'- -0" T.O. GYP. zu AvVo BD. SOFFIT +10 B.O. GYP. BD_ SOFFIT (N) 36" TYPE "X" GYP. BO PAINTED MATCH ( E) MALL WALL FMS TO MATCH MALL BASE +0' -0 !f.f jamba juice STORE #S61 sournowiER MALL 6&uth�nter #%7b Thkwila, WA 96188 Consultant DAEMS & MYERS ARCHIThCTIJRAL ALLIANCE, INC. 301 WEST 5400 SOUTH 1200 SALT LAKE CITY, UTAH 84107 PH: (801) 263-3457 / FAX: (801) 263-3529 Consultant Registration Issues and Revisions No. Date Issues 1 7/18/03 2 8/20 /03 3 9/30 /03 Protect %umber JJ50 Scale 1/4" =1' --0. - evnplate CONSTRUCTION -- RD STRUCTURAL -- RD OWNER/ LANDLORD COMMENTS -- RD .7a) Project Name JiliABA 5.0 PROTOTYPE Description EXTERIOR ELEVATIONS Connpulrt File -- a 71. dwg AM arralerwareek aid plan wilicarrrd Q regarward br sa dram% are al•wed by and the prawn* at a a Aniaar broil J1Awrwrr_ kw! and were armed. evolved. avid d vehoprd roar use ails aid w grommenham yids the rw4d Point Aare et web aim *sow aragnotoos or plows *all be did by or .her d M1 any person. tow ar cvprmthow oar ow prrpale utiiimoriper the .rritrw /rrnwise.w at MAO A7.1 i NICHARD E DAEMS \STATE AF WASHINGTON St► J0 2303 I',► -�- - -., . L%- 6 By Check ED • Itr i C.3 Q m cci CO 1 ,amba 1 1 WHIRL, MENU SOFFIT & I L MENU BOARD, O.S.C.I. (OPEN) 41 = _ 4,._ ,....0 L_ _ _ A - m CC W O 4--- ORDER COUNTER, (CUSTOM) O.S.C.I. CUSTOMER AREA 01 SCALE = Y' = + ' —a° FULL HEIGHT S.S. END CAP ON WALL S.S. SPLASH LOW WALL TILED, BEYOND MOP SNC J CONTINUE BEHIND FAUCET WALK—IN UNITS r B-1 GO1 PICKUP COUNTER, (CUSTOM) O.S.C.I. PROVIDE WOOD BLOCKING — 0 SHELVING AS REQUIRED I w-21 ICE BIN 1 1 1 1 1 1 CUSTOM S.S. TABLE FOR TOASTER WALK —IN UNIT, BY OTHERS (N.I.C.) C r N c1 BACK AREA 03 SCALE = y = 1' -a' WATER HEATER EXHAUST -- SEE MECHANICAL DRAWINGS WATER HEATER — SEE PLUMBING DRAWINGS FOR SEISMIC RESTRAINTS 6 SNITARP S.S. COVE BASE AT WALK —NS, TW. BACK AREA 03 SCALE = x' _ + ' — Ir Q i m 9 C7 aD ■■■•■■■■■■■■■■■■■ ■r,■■■■■• 11•■•■.•■.•■■■ ■■■•■A■■■■■■ ■■11■■■•■■•■■■■11•■■■■■■■•■ 11.11■ ••••••••••••1111••■■■■■ ■•••11•••••••••••••••••••• 11•11•111110•••••••••••••••11111111 ■•■■ ■11•■.■••••••••••••••• ■■■■■1111••■■1111■■■11■■■■■■■■ ■■■•••■•••••••••••••••••■ 1■■■■■■ •••••••••••■•■ ■•■■11•■ ■ ■11■ •■••■■■■■ .■■■ ••••■••••••••••m - i■•••■■•11■a 1■■■■■■■■■■ 1■■■■•■■•■■ I•■ ■ ■■ ■1111■• 1■■■ ■11■■■■■ 111 ■■.■ ■.■ ■■ 1 ■■•11• ■11■•■ i■■■■■■' 1•■•■•■ 1••1111■• 1■■■■■■ ■■C!i 1— 0 SERVICE AREA 02 SCALE = Y.' = i' -o' ORDER COUNTER, (CUSTOM) O.S.C.I. 1— U r w co CO WALK—IN UNIT, BY OTHERS (N.I.C.) CONTINUE BED WALK—IN LINTS 1 R 2 1 1 ELEC. PANELS REF. ELEC. DRAWINGS FULL HEIGHT S.S. END CAP ON WALL La- V) PROVIDE FULL — HEIGHT BACKING IN WALL BEHIND JUICE TABLE I.■■■•..•&'■•■W 11•••••••••11 1■••••••••111.•11.1■••••••••■ I■ ■ ■ ■•■•11■ I ■■ ■•--- - - - -7• ■■ ■■ 11111111111 in NE ICI l c *--- — _ = - -•- Ir �■ x .. 11■ 1 1 ■■ ■ /■ ■ ■ ■ ■ ■■ ■ ■a P MI - ._ --- �1 ■ 111 ��' e s j ■i ii i o'ius• r amine ■■ ..r ■ p I' � �I i.i iu.11• tED ' 1 i �■rV� 1, ._ 1■ ■ ■••0 .._.. I...••, 1���� iii iii EMI ISO EMI EMI iii NEI EMI iii ■■• I W -3 JUICE TABLE (CUSTOM) W. HTR. 1 [ IW -2 1 PICKUP COUNTER, (CUSTOM) O.S.C.I. BACK AREA 03 SCALE = k = SERVICE AREA 02 SCALE = r = , —o' BACK AREA 03 SCALE = r. = r -o• 3'-10 ■ BOOM ••. •.m. a M... •......i ■ ■•••i ■ ESSIBEIMPESSOMIESEINISIBIlESOMM1151 • ./....111M•!•IH<i.lM..fl SOSII • s IMtt•EIHMIO M1 • • /i• I•.l..•'!q•Ii1 ... • • NM IIMfs M • in I ounes • • ... 1— La- la- 0 CO Cfl '9 0 0 Q m 0 (FACE UNDERSIDE E OF SOFFIT MA TCH MALL BASE LEGEND ULM NOTES FISH CALLOUT SEE FINISH SCHEDULE SHEET A5.1 1. FC1R A CO 'LETE LIST OF SOIMULL STET A5.1. 2_ SEE MILLINORK MAIMS cr:of Lxi OCT Apettoyto 2 t z 3 FICHES SEE FINISH FOR I11111.WCRKs, TYPICAL jamba juice STORE #561 SVUThIEN7ER MALL 6Soutb�ntcr #%7O Tukwila, WA 9$1188 Consultant DAEMS & MYERS ARCIIITECTURAL ALLIANCE, INC. 301 WEST 5400 SOUTH #200 SALT LAKE CITY, UTAH 84107 PH: (801) 263 -3457 / FAX: (801) 263 -3529 Consultant Registration Issues and Revisions No. Date Issues 1 7/18/03 CONSTRUCTION -- RD 2 8/20 /03 HEALTH DEPT. COMMENTS/ STRUCT. -- RD 3 9/30 /03 OWNER/ LANDLORD COMMENTS -- RD Project None MAIM 5.0 PROTOTYPE Prole(' Number J.RSC) :2) Description INTERIOR ELEVATIONS Uncut File —o81 _ dwg Stale 1/4r=1'—Cr Tempi* u AM dnlr, &v ow araveinevik aid plow wdicaird Q reiprimirribd by 1Ibm drawer ago vr.rnrd by and the mime. DVrrrs i Mows Arcimem ral 41111waine. Inc! aid MEW avoid end arid dewlap /d tor ow ea acid um (Corwe■7isi will Our ypnrdrid prawn. None et gall .d ss,. *sow ars•,a iwireri ti or peso due be lined by of drooled d rrs aft perion, fr... at c ar f•ra•vn Iror a�vra.�r p urioa w rwir �rr oirr wr1■ . 11w p wsim i a1 [�IMIN • A8�1 A hi R RED 1 RICKA 0 E. 0 STATE OF WASHINGTON 5 F� ~07103 By Check l 10 B O. A, C. T. ..— vi rr:47 111111/1111/ ■ 1i '1 5 • Itr i C.3 Q m cci CO 1 ,amba 1 1 WHIRL, MENU SOFFIT & I L MENU BOARD, O.S.C.I. (OPEN) 41 = _ 4,._ ,....0 L_ _ _ A - m CC W O 4--- ORDER COUNTER, (CUSTOM) O.S.C.I. CUSTOMER AREA 01 SCALE = Y' = + ' —a° FULL HEIGHT S.S. END CAP ON WALL S.S. SPLASH LOW WALL TILED, BEYOND MOP SNC J CONTINUE BEHIND FAUCET WALK—IN UNITS r B-1 GO1 PICKUP COUNTER, (CUSTOM) O.S.C.I. PROVIDE WOOD BLOCKING — 0 SHELVING AS REQUIRED I w-21 ICE BIN 1 1 1 1 1 1 CUSTOM S.S. TABLE FOR TOASTER WALK —IN UNIT, BY OTHERS (N.I.C.) C r N c1 BACK AREA 03 SCALE = y = 1' -a' WATER HEATER EXHAUST -- SEE MECHANICAL DRAWINGS WATER HEATER — SEE PLUMBING DRAWINGS FOR SEISMIC RESTRAINTS 6 SNITARP S.S. COVE BASE AT WALK —NS, TW. BACK AREA 03 SCALE = x' _ + ' — Ir Q i m 9 C7 aD ■■■•■■■■■■■■■■■■■ ■r,■■■■■• 11•■•■.•■.•■■■ ■■■•■A■■■■■■ ■■11■■■•■■•■■■■11•■■■■■■■•■ 11.11■ ••••••••••••1111••■■■■■ ■•••11•••••••••••••••••••• 11•11•111110•••••••••••••••11111111 ■•■■ ■11•■.■••••••••••••••• ■■■■■1111••■■1111■■■11■■■■■■■■ ■■■•••■•••••••••••••••••■ 1■■■■■■ •••••••••••■•■ ■•■■11•■ ■ ■11■ •■••■■■■■ .■■■ ••••■••••••••••m - i■•••■■•11■a 1■■■■■■■■■■ 1■■■■•■■•■■ I•■ ■ ■■ ■1111■• 1■■■ ■11■■■■■ 111 ■■.■ ■.■ ■■ 1 ■■•11• ■11■•■ i■■■■■■' 1•■•■•■ 1••1111■• 1■■■■■■ ■■C!i 1— 0 SERVICE AREA 02 SCALE = Y.' = i' -o' ORDER COUNTER, (CUSTOM) O.S.C.I. 1— U r w co CO WALK—IN UNIT, BY OTHERS (N.I.C.) CONTINUE BED WALK—IN LINTS 1 R 2 1 1 ELEC. PANELS REF. ELEC. DRAWINGS FULL HEIGHT S.S. END CAP ON WALL La- V) PROVIDE FULL — HEIGHT BACKING IN WALL BEHIND JUICE TABLE I.■■■•..•&'■•■W 11•••••••••11 1■••••••••111.•11.1■••••••••■ I■ ■ ■ ■•■•11■ I ■■ ■•--- - - - -7• ■■ ■■ 11111111111 in NE ICI l c *--- — _ = - -•- Ir �■ x .. 11■ 1 1 ■■ ■ /■ ■ ■ ■ ■ ■■ ■ ■a P MI - ._ --- �1 ■ 111 ��' e s j ■i ii i o'ius• r amine ■■ ..r ■ p I' � �I i.i iu.11• tED ' 1 i �■rV� 1, ._ 1■ ■ ■••0 .._.. I...••, 1���� iii iii EMI ISO EMI EMI iii NEI EMI iii ■■• I W -3 JUICE TABLE (CUSTOM) W. HTR. 1 [ IW -2 1 PICKUP COUNTER, (CUSTOM) O.S.C.I. BACK AREA 03 SCALE = k = SERVICE AREA 02 SCALE = r = , —o' BACK AREA 03 SCALE = r. = r -o• 3'-10 ■ BOOM ••. •.m. a M... •......i ■ ■•••i ■ ESSIBEIMPESSOMIESEINISIBIlESOMM1151 • ./....111M•!•IH<i.lM..fl SOSII • s IMtt•EIHMIO M1 • • /i• I•.l..•'!q•Ii1 ... • • NM IIMfs M • in I ounes • • ... 1— La- la- 0 CO Cfl '9 0 0 Q m 0 (FACE UNDERSIDE E OF SOFFIT MA TCH MALL BASE LEGEND ULM NOTES FISH CALLOUT SEE FINISH SCHEDULE SHEET A5.1 1. FC1R A CO 'LETE LIST OF SOIMULL STET A5.1. 2_ SEE MILLINORK MAIMS cr:of Lxi OCT Apettoyto 2 t z 3 FICHES SEE FINISH FOR I11111.WCRKs, TYPICAL jamba juice STORE #561 SVUThIEN7ER MALL 6Soutb�ntcr #%7O Tukwila, WA 9$1188 Consultant DAEMS & MYERS ARCIIITECTURAL ALLIANCE, INC. 301 WEST 5400 SOUTH #200 SALT LAKE CITY, UTAH 84107 PH: (801) 263 -3457 / FAX: (801) 263 -3529 Consultant Registration Issues and Revisions No. Date Issues 1 7/18/03 CONSTRUCTION -- RD 2 8/20 /03 HEALTH DEPT. COMMENTS/ STRUCT. -- RD 3 9/30 /03 OWNER/ LANDLORD COMMENTS -- RD Project None MAIM 5.0 PROTOTYPE Prole(' Number J.RSC) :2) Description INTERIOR ELEVATIONS Uncut File —o81 _ dwg Stale 1/4r=1'—Cr Tempi* u AM dnlr, &v ow araveinevik aid plow wdicaird Q reiprimirribd by 1Ibm drawer ago vr.rnrd by and the mime. DVrrrs i Mows Arcimem ral 41111waine. Inc! aid MEW avoid end arid dewlap /d tor ow ea acid um (Corwe■7isi will Our ypnrdrid prawn. None et gall .d ss,. *sow ars•,a iwireri ti or peso due be lined by of drooled d rrs aft perion, fr... at c ar f•ra•vn Iror a�vra.�r p urioa w rwir �rr oirr wr1■ . 11w p wsim i a1 [�IMIN • A8�1 A hi R RED 1 RICKA 0 E. 0 STATE OF WASHINGTON 5 F� ~07103 By Check (E) MALL FLOOR 11LE CONTRACTOR SHALL PROVIDE A SMOOTH TRANSITION BETWEEN (E) TILE & (N) CONCRETE (E) CONCRETE SLAB TO REMAIN FLOOR TRANSITION MAXIMUM SLOPE SHALL NOT EXCEED 1:20 (N) TRANSITION STRIP SCHLUTER, T9 /14AE INSTALL PER MFR.'S RECOMMENDATIONS (N) STAINED CONCRETE REMOVE (E) FLOOR 11LE & ADHESIVE AS REQ'D. PATCH, REPAIR, & CLEAN TO RECEIVE (N) CONCRETE (EM TE TYPICAL LIMB TO NOT USED SCHEDULED DOOR & FRAME, SEE SHEET A21 ENTRY TRANSITION (E) CONC. FLOOR (N) MASTIC SET ALUMINUM THRESHOLD, RTH SILICON SEAL AND BACKER ROD BOTH SIDES, TYPICAL NOT USED SCHEDULED WALL FINISH SEE INTERIOR El EVATIONS, TYPICAL QUARRY TILE BASE W/ 3/8' RADIUS INTEGRAL COVE, TYPICAL QUARRY FLOOR TILE, TYPICAL FURNISH AND INSTALL MORTAR BED AND /OR SELF LEVELING UNDERLAYMENT ATE AS NECESSARY FOR INSTALLATION OF QUARRY TILE FLOOR QUARRY TILE BASE 1 1/2. _ � 16 GAUGE S.S. CORNER GUARD (TYP_) VENDOR SUPPLIED, G.C. INSTALLED PARTITION PER PLAN 16 GAUGE S.S. CORNER GUARD (TYP.) 'VENDOR G.C. INSTALLED CORNER GUARDS '11111111111111111111 IIIIII 11111111 1H1111111111'� ;'lllllllll►11I 11111111111111111111 ullluullllllllllih. 111 WIRE PER CEILING DETAILS EXTEND IF NECESSARY FOR SUPPORT SOFFIT AT 3 COMP SINK (E) ROOF DECKING SECURE TRACK TO (E) STRUCTURE WITH 2 -16 x 3/4' LONG (MOOD SCREWS, 0 24' O.C., TYPICAL SUS EACH SIDE TRACK TO STUD CONNECTION, TYPICAL 3 5/8' 18 GAUGE CONTINUOUS METAL CHANNEL, TYPICAL "WHIRL" SOFFIT, O.S.C.I. 1P-31 UNISTRUT P1000 HS CHANNEL BY VENDOR (4) 12 GA. WIRE LATERAL SUPPORT 0 4 LOCATIONS CONNECT TO STRUCT & SOFFIT SIGN PANEL SECTION AT SWIRL SOFFIT UNISTRUT P2785 BEAM CLAMPS TYP. FIELD VERIFY (E) CONDITIONS AND NOTIFY ARCHITECT IF CONFLICTS ARE FOUND UNISTRUT P1000 MAIN SUPPORT CHANNEL 3 (4) 12 GA. ME LATERAL SUPPORT 0 4 LOCATIONS CONNECT TO STRUCT & SOFFIT 1/2" REVEAL, TYP. %" THREADED ROD HANGER TYP. ® 32' O.C. ALT. WHITE METAL (TO MATCH SLEEVE FOR CLG) EXPOSED AREA SITUATIONS. TYP ALL POINTS MENU BOARD SUPPORT SOFFIT 0.S.C.I. IP -21 (E) W BEAM FOR (E) CEILING SUPPORT UNISTRUT P1000 MAIN SUPPORT CHANNEL WIRE PER CEILING i e r— DETAILS FINISHED DROPPED CEILING CITY OF r 0141LA WOOA0 OCT2u2U �1 jamba juice STORE #561 VUTHEN7ER MAIL 6&J&iitb�nter #F670 Thkwila, WA 916188 Consultant DAEMS & MYERS ARCIIIThCTURAL ALLIANCE, INC. 301 WEST 5400 SOUTH #200 SALT TAKE CITY, UTAH 84107 PH: (801) 263 -3457 / FAX: (801) 263 -3529 Consultant Registration Issues and Revisions No. Date 1 7/18/03 3 9/30 /03 Project Name JAIABA 5.0 PROTOTYPE Project Number JJ50 Description DETA_S Computer File - -A91_D Scale AS NO1ED A9.1 1 Issues STATE OF WASHINGTON 0 7 003 CCINSTRUCTION -- RD OMIER/ LANDLORD (:ORIENTS -- RD • .1104brr 76. MI . da+flret arawwrw.e+ets, aid pima uwderatlyd or rewarmed b► ilias drawn awe owned bit aid flee myrtle of Datums 1 urns aM Aliment. b+r• and mew created.. aolhor .. aid drbrlageed for me ow aid we cameutirtam umliti die worried warm Now d gado •drew, drill1Pluk araterreermas ar br .geed be or drsriaeeei to a tm pa vets but. at rv/oramse toe aetpaiam r v le er mama ama flrr undlo a rlromm o of DMA' By Check V SEE MECHANICAL DRAWINGS z HEAD — 5 / 8 T1 E 'X' G� Cf WS UU BO ARD 4 - 3 -5/8' METAL STUDS • PLUMB ALL LINES WITHIN WALL TO MOPSINK BELOW, SEE PLUMING DRAWINGS JAMB ANCHOR SEE 8/A9.2 HOLLOW METAL DOOR FRAME BY CONTRACTOR DOOR HEAD AND JAMB JAMB WATER HEATER AND JANITOR'S SINK 3" = 1'--0" NOTE: COORDINATE CLEARANCES WITH PLUMBINS FOR WATER, HEATER INSTALLATION. SPIGOT. TYPICAL +�r —o' irNww Aeove MIMED FLOOR IV SCHEDULED WALL, SEE SHEET A21, TYPICAL REFER TO SHEET A4.1 SECURE 111E RETURN W/ ARMSTRONG 1411 RETENTION CUPS, TYPICAL 8' 18 GAUGE JOIST FRAMING 0 12' ON CENTER 3/4' CDX PLYWOOD, PAINT TO MATCH WALL SUSPENDED CLG, GRID & TIES SHEET METAL PAN - SEE PLUMBING DRAWINGS 1 x 3 PAINTED WOOD NOSING 5/8' TYPE 'X' GYPSUM BOARD AND F.R.P. ALL SIDES, TYPICAL + 7' MOW REHM FLOOR CORNER BEAD (2) 18 GA. 8' CHANN S, WELDED TOGETER, TYP. MOP RACK BY CONTRACTOR SECURE 18 GAUGE CHANNEL TO EACH STUD WITH (3) 18 SHEET METAL SCREWS, 'TYPICAL 3 5/8" 20 GAUGE • 16' OM CENTER - S1EM WALL BY CONTRACTOR. TYPICAL WATER HEATER TAP DRAIN - SEE PLUMBING DRAWINGS MOP WIC - S.S. FLASHING Iwo SEALANT AT PEWTER SCHEDULED FLOOR NO BASE TILE. SEE A5.1. Or fl/9M UMW/ 0 1 • = 1' -0' J RUNNER FASTENED WITH SCREWS TO STUDS (AT HEIGHT PERMITTING SCREW ATTACHMENT OF FACING) LOCATE JAMB ANCHOR CUPS ABOVE HINGE REINFORCEMENTS & JUST BELOW TOP REINFORCEMENTS. CUPS ON STRIKE SIDE TO OCCUR DIRECTLY OPPOSITE OF HINGE SIDE. PENETRATION TO ONLY CONSIST 01 (2) 4' HOLES. HOLES TO OCCUR N/MI THE 12x12 ZONE OILY. PO NOT CREATE A 12x12 HOLE • • .f ..,, -,.- - ".7 .- - ..:-- ARMSTRONG 1411 RETENTION CLIP, TYPICAL TYPICAL CLOSURE DETAIL 3/4• =,• -o• REINFORCING AT HEAD AND JAMB 6 • O 1 1 1 1 10 SCHEDULED CEILING le / - ASSEMBLY, TYPICAL I -. i METAL TRIM ANGLE. ANCHOR TO CEILING RUNNERS, TYPICAL. SCHEDULED CEIUNG TILE, VERTICAL ASSEMBLY, BY CONTRACTOR, TYPICAL. PREFABRICATED WALK -IN UNIT BY VENDOR, NOT IN CONTRACT. 1 -111Auc -14 COOLER BOX BY VENDER 1 ' —d ` • " FA.TER WATER LSE PLAICE CAPPED LNE OR VALUE • 12" BLOW COOLER MUM. SEAL HOLE 111/01P1WIDING INSULATION. CON ECTION TO E0. BY G.C. 12x12 ZOE FOR CONDUIT DROPS FED *HEY LOCATIONS Plat TO PEIEIRATRIG WAU( --M BLS 20 GUAGE STEEL STUDS 0 DOOR OPENING, TYPICAL DOUBLE REINFORCING FLOOR ANCHOR CUPS SECURED TO FLOOR WITH NO LESS THAN TWO SUITABLE FASTENERS SPACED NO LESS THAN 3" APART. 1/2 = 1 1 1 OaaWM122'12 SEAL IV INSULATION MR Al TIES mit SEM re CONDUIT WALK -IN LOCATION PLAN r it r-o CEILNNG AS OCCURS, SEE REFLECTED CLING PLAN, TYPICAL. 3-5/8' OR 6" 20 GAUGE MINIMUM METAL STUDS 0 16' ON CENTER 11&ESS OTHERWISE NOTED 5/8" TYPE T GYPSUM BOARD LESS OTHERWISE NOTED. OM MIT MIES WU SE INOPENEWILY S1p AT Ell DID NOT USED 3 " = 1' -0" (E) STRUCTURE ABOVE 20 GAUGE 3-5/8" STUDS 0 4' -0' ON CENTER, ALTERNATING - SECURE TO TOP TRACK WITH (2) i8 SET METAL SCREWS - SECURE TO STRUCTURE ABOVE KITH (2) 18 X 3' LONG WOOD SCREWS, STAID, TYPICAL NOTES: 1. TYPICAL TRACK TO STUD CONNECTION: 18 SMIS EACH SIDE 2. TYPICAL LAP CONNECTION: 3 18 SIAS EACH LAP, U.O.N. 3. STEEL STUDS TO COMPLY WITH IC90 REPORT #ER- 1715P. H ILT1 'X -DIEM" 0.138' X 1 1/$" EID POLDER- ACTUATED FASTENERS • 32' ON CENTER, TYPICAL_ TYPICAL FULL HEIGHT PARTITION DETAIL = ,• - SUSPENDED CLG. LIGHT NOT 10 SCAM IN SEISMIC ZONES: COMPRESSION POST 0 12' ON CENTER EACH WAY IN THE FIELD AND 6' MAXIMUM FROM WALL EDGES. STRUTS TO BE TIGHT TO CEILING GRID AND STRUCTURE ABOVE. LOCATE STRUTS ON MAIN RUNNERS. T -BAR VERTICAL SUSPENSION WARES: /12 MARE • 4' -0" 014 CENTER EACH WAY. LOCATE ON MAIN RUNNERS. ALSO, LOCATE 8' OFF OF EACH WALL FOR BOTH MAIN AND CROSS RUNNERS, AT SEISMIC STRUT LOCATIONS (4) 112 'TIRES SECURED WITHIN 2' OF CROSS RUNNER INTERSECTIONS AND SPLAYED 90' 0 45' ANGLE MAXIMUM FROM PLANE OF CEILING. T -BAR SYSTEM CROSS RUNNER T -BAR SYSTEM MAIN RUNNERS SHALL BE RESTRAINED W/I'OP RIVETS PER SYSTEM MANUFACTURERS RECOMMENDATIONS NTE; SCREW ALL UGHT FIXTURES TO T -BAR PROVIDE 112 SLACK WIRES ATTACHED TO EA. FIXTURE AT TWO OPPOSING CORNERS • T OWE 3/4` DIA. RIGID METAL CONDUIT 1' DIA. R1GI0 METAL CONDUIT SINGLE 2-1/2" x 20 GA. METAL STUD (MIN. =0.18 IN.) BACK TO BACK 2 -1 /2'x 20 GA. METAL STUD SCREWED TOGETHER 0 24' O.C. MAL LENGTH 8' -6' 10 -0' 15'-0' CEILING BRACING (T -BAR) NOT USED 12' -o MA)aMJM (-Or WAIN MAIN RUNNER SELF-TAPPING 1 -5/8 DRY WALL SCREWS 0 24" O.C. 3/8 MIN. _ /2* = i'_p. N SII3911C ZONES: COMPRESSION STRUTS • 12' -O ON CENTER EACH MY. 3/8` 1110M1 CLEAR CROSS RUNNER OR MAM, QTR TE TO ADJACENT WAIT. TO MUM ; MA , AND TO CROSS RUNNERS. FLOM NOT TO SCALE CEILING BRACING NOT W Consultant Issues and Revisions No. Date 1 7/18/03 3 9/30 /03 0113ivr T 10 jamba juice STORE #561 SUUTHENTER MALL 6a&, ORO Tukwila, WA W 188 DAEMS & MYERS ARCfflTECTURAL ALLIANCE, INC. 301 WEST 5400 SOUTH #200 SALT LAKE CITY, UTAH 84107 PH: (801) 263 -3457 / FAX: (801) 263 -3529 Consultant Registration Issues CONSTRUCTION -- RD OM ER/ LANDLORD COMMENTS RD Project Name JAMBA 5.0 PROTOTYPE Project member JJ50 Description WWI S Computer Fife - E4'1MCI Scale AS Nairn .0 situ& drsrw,_ a►,iorgrworms. amid blind pack rd t replirnsod bo dm drawsig ar usimipd br and *s, prep priv a Dam" a Myers rwra�i Aiiwrr. In c! and ewe mated toolondl. and d iebo ed for ow an and a coenveririom ardt the isonrird worm %one of mils drm, drsrwa, arampoomom ar pRa 1rr mod too ar det#reed A aw prow w, Am. at cyroaramoun f w `Or ' por losoas ro�rlr�rr Imams dip r■rilrw perso Non d 011AAA A92 1 RICHARD E. DAMS STATE OF WASHINGTON SFr , Q 2203 By Check r• • -04 ' V le 1 EQUIPMENT MOUNT HEIGHTS 0 0 G.C. TO PROVIDE r CDX PLYWD. BACKING BEHIND ENTIRE JUICE TABLE WALL POS/DATA ' Q MOUNT HEIGHT 16 GAUGE S.S. ENDCAP S.S. VENDOR TO CONFIRM DIMENSIONS WITH G.C. PRIOR TO FABRICATION MASTER JUICE ELEVATION 1/4" = t hFINISH SEE SHT. A4.1 V-0" � eOF S15 A.F.F. MOUNTING BRACKET 3' -0' COUNTER A.F.F. TOP OF S60 JUICE 6' —O,. OF RECEPTACLES A.F.F. " IDIPLOYEJE SIDE a DATA S POOR 1F DIED BY CC rl FACE CI UNDER= OF SOFT EQUIPMENT MOUNT HEIGHT POS /DATA MOUNT HEIGHT 5 1/2 1'--0 1 /2 la J - 4 • M28 (RESTS ATOP S15) 9T61. OF S61 WHEATGRASS TRA BnM. OF S62 icy � BIN W/ DRAIN 3/4" = POS ARM, MOUNTING HARDWARE & MONITOR MONITOR SHOWN DASHED) 0.S.C.I. SECURE TO BACKING IN WALL. 3/4' = 1' —o" OF SOFFIT er MD Fuu HE:1017 w�u CONDUIT -POWER C4 SOFFIT LOCATION PLAN , -,fir = r-ar r AUGN MIT EDEE OF a_ AND SPARTAN SASE MN FRONT FACE O AMBIT rum 01111011Y. 1 -1 /2' MICE COUNTER PAL WNW TO ACCEPT 1110 FASTENERS. C.C. 10 SECURE 10 WARS CIF SPARTAN stoma AS 9101111. •. FOR A001110NAL INFORMATION • r 1-1/2" AVONITE COUNTER $ ' • • • • . (SPARTAN SHOWASE BY OTHERS) 2 ' • + - • . • • s '. «. 116 ND_ SCREWS ( t2) • • •. SPARTAN SHOWCASE PLAN SPARTAN SHOWCASE SECTION • • 1/2" CDX PLYWOOD Te- 1. • ve 5�8' MARINE BO�ARD�O/ 8 16 GA. MTL STD. 1 1/2"=r-0 SECURE FLANGE OF 3 COMP. SINK TO BACKING QUARRY TI BASE W/ 3 8' RADIUS INTEGRAL C VE, TYPICAL QUARRY FLOOR TILE, TYPICAL 8" STUD LOW WALL SECTION DETAIL (SPARTAN SHOWASE BY OTHERS) C.G 10 Pi "81 ME OF UNIT AS MUM 10 SUM MOM WIN ADAM FOS 01101117 AMIE OMB RY C.C. = 1'--0" L,117 JF AMU CC 2 L 203 1 1/2 STORE #S61 SUUTHENTER Mari, 6m&uth�nftr #17O Thkwila, WA 9[88 Consultant jamba ju - ice DAEMS & MYERS ARCHITECTURAL ALLIANCE, INC. 301 WEST 5400 SOUTH #200 SALT LAKE CITY, UTAH 84107 PH: (801) 263 -3457 / FAX: (801) 263 -3529 Consultant Registration \ \\ _ Ar - ' itect Registration Issues and Revisions No_ Date 1 7/18/03 CONSTRUCT1ON -- RD 3 9/30 /03 R/ LANDLORD COMMENTS -- RD Issues Project Name .MAMBA 5.0 PROTOTYPE Project Number 4150 Descnption DETM$ Computer File — Scale AS NO1ED Templat R A93 E. \ STAY= OF S 0 2003 4 '.,, ; 7 Priso ; AI mhos` dr opm. aTangewarovek old fm Iwararrd v mriweserood by the d _ . I4 are owned be and the propertt c ClOrems i !art Partierccaral Alb rrc r_ bor± and crew mooed emokedl. and developed for use aw and a comecoon wch tlrr iprrird potoc Nome of sorb dm. dkesqpik arralimems v pion .twit be ,ter be +� de doted to arro mask irwk or t rparatnn tilt a tperpaor cohasomme .teas* the pemmican di OP■1101A RED By Check NI" DIA. BOLTS EA. END & 24" O.C. ALL 4 SIDES (3 BOLTS MIN. PER SIDE) L PER PLAN CO \<,?. 10 L PER PLAN COPE L LEG AS REQ'D 0 (E) O.W.S.T. 3 \ TYP.S/ 716 (i) FIRE— TREATED SHAPED SOLID HEARING BLOCKS CONTINUOUS PUDDLE: WELD S11... DECK TO L w/ ) DIA. SPOT WELDS 0 12" O.C., OR X12 SELF DRILLING TAP SCREWS 0 12" O.C., BOTH AT EACH ANGLE DECK HVAC ANCHOR & SCALE = 1 1/2" = 1 SUPPORT (0 L4x4xYt ( 6 LOCATIONS) marl HVAC UNIT PER PLAN & HVAC UNIT MANUFACTURER CURB PER HVAC UNIT MANUF. (E) ROOF STL. DECK HVAC UNIT ROOF MOUNTED TOTAL INSTALLED OPERATING WEIGHT = 7401 MAX. N X PARTIAL ROOF FRAMING PLAN CURB PER HVAC UNIT MANUF. i(E) ROOF STL. DECK � (E) OPEN WEB STL. JOIST PER PLAN W16x40 HVAC JNIT PER PLAN & HVAC UNIT MANUFACTURER 1 10 C0 NOTE: 1. SEE DETAIL 6/A9.4 FOR INFO NOT NOTED. 2. L '0 W BEAM CONNECTION SIMILAR. HVAC SUPPORT FRAMING TO STRUCTURE SCALE = i +/r = 1 00 t0 CONC. UMBRELLA COLUMIS NOT TO SCALE 0) X NOT USED NOT USED NOT USED NOT USED NOT USED �n 1 AP'P'P Iwo STORE #561 SOUTHCEN772 MALL 6&,uth�nter #14570 Thkwila, WA 9&L88 Consultant DAEMS & MYERS ARCllITETURAL ALLIANCE, INC. 301 WEST 5440 SOUTH 1200 SALT LAKE CITY, UTAH 84107 PH: (801) 263 -3457 / FAX: (801) 263 -3529 Consultant Registration Issues and Revisions No. Date 1 7/18/03 2 8/20/03 3 9/30/03 Project Nane MAMA 5.0 PROTOTYPE Project Number Description jamba juice LOFT DETAILS Computer File -- 4394.tiwg Scale 1/4"=1'-43 CONSTRUCTION -- RD STRUCTURAL -- RD iO R/ LANDLORD COMMENTS -- RD A9.4 D EE.O STATE of WASi�TTN Issues By Check Archi - . Registration SE O 2003 i Ai oleos, de s` arrangergrams, and pig rndr'ralyd or reprieved br *us dri.uavg art ar.wed bar and the prop er's art Damns i Mks Arri lirrclrral Airawrt_ biro awl mow «d eMo1rld and developed kr rye an a d a corourcomoo swilm ter propgrt Now of sorb .iro . ‚I' aragroweits or piss INN be wood bir or vAlatmoport ofrriaad to art perlvk, irwt or corprra oo for r. arriprprooe waive the .rap at#A s p emevrvw of A PLUMBING FIXTURE AND KITCHEN EQUIPMENT SCHEDULE ICOORDNATE WITH EQUIP ENT SCHEDULE LISTED ON SETS A3.2 AND A3.31 ITEM FIXTURE ROUGH-R1 SERVICES DESCRIPTION REMARKS 0103 I a3LVM O3a311U a31rlM 1OH 31S'VM COLD WATER CMS INDIRECT I [WASTE J HOT WATER 1HW — 3/4" -- 1 — — — SHUT —OFF VALVE S 0 V (E03) — it. — it'— BEVERAGE PUMP PACK — 3/4' — 1 —. — I 1 _ 1 (N) NEW 0 8 VENT THRU ROOF 0 WALK -IN COOLER C 0 T G CLEW —OUT TO GRADE N I C NOT IN CONTRACT --j- H B 3/4' DURAQOLD UNIT COOLER (EVAPORATOR) WALK -IN FREEZER 1 1 3/4" DI RACOLD UNIT COOLER (EVAPORATOR) E23 ICE MACHINE 1/2 — � P , I — — 13/4" I HQ�NZAKI AMERICA MODEL P40. F-- 800M_F /B300 SUPPLIED BY OWNER, INSTALLED BY G.C. CONNECTED TO ED FILTERED WATER woo SINK WALL MOUNTED 1 /Z • _ 1 /Z . 1 2 w 1 1 w — , MACE TABOO No. 7 -PS -60 Wm 72 RUM r HOLE. ., •- 30 AND NSTALIFD BY G.C. WITH P19 FAUCET SET JNISW TOR'S S 1/2-i— 1 /2' } $ 3' i i 2 - -` ORESTONE SERVICE SRI( 11100EL No. MSR -3624. CENTER 1. 18 GA. SS. DRAW (RD FLAT TYPE No. 430. .. .` 31 AND NSTALLF,D BY G_C. 111TH P20 FNJCET SET r•ZWA I WATER HEATER TYPE 1 w + -- 1 w I i — I , _.._ 1 3 / 4 4 CAP 6969 GPH HEATER ESBS -24 -G : RISE. I I + 24 KW INPUT. ruigasHED ADD INSTALLED BY G.C. Gt. TO PROVIDE AND NSTALL SEl9iC RESTRAINTS AS REQUIRED BY CODE wIATER FXTER 3/4", 3/4' + _ MIFF : MIFF , + 1 ` ` wTTH PREFILTER MD ALARM SYSTEM ! i f SUPPLED BY OMIrER. INSTALLED eY G.C. GIB 1 PRE-RIP/SE SPRAYER 3/4- — 3/4‘ — — .— FISHER YDOEL NO 13382 SPRING STYLE (4 -ca P. SINK) I I i I I FAUCETS SUPPLIED AND INSTALLED BY G.C- 1 SIING TYPE FAUCET (4-c 3 / 4 . — 1 - . —' — ' _1 REFER MODE, No_ 13269 Q 1 I I I I FAUCETS ED MD NSTAL ED BY C.C. - - 1 ! Fil Sic T l i / 1 1 M� — 1 — 1 — 1 _ 1 FISHER No. 332561. 3/8 SINK PRIMED Bl' SS. VENDOR. 'STALLED 8r c.c. 1 OETE*EMT 0 I r 1 DAR 446 -- -- 1 ' f . 1 MINIMS( . 1 1 1 — 1 1 1 ..._ G LGATE- PMILIVOL lE f AJAX 1100E1 f7927 Sl PFLED BY MINER, , NSTALLED BY G.C. 1 MANCE Two ma K-59 WOW w/ 1/2" "' • . ' jar 1/7" — re GOOSENECK .1M Soak — 1/ — ._. * — FMIDET RAM Mo. 8253 *1)1 loCuul 1 OWNER MI DOME SLOPS. SET ow AND MLL SCR. C "7 4- - MICR Sind . ,_ 1 - , • 2 • , 2 r- i Am OR 2-1M-2W 6OV►TE *III 2 7/2 SOME CENTER MOUE Re ow aap-A "SSING Elwin silo dot QED MDUIlED Nr CSC. (a ! . ffi , it R 12 - Flow souk _ ! ., __ E 3' ' ._.._ 2l' • i2UNI SMI-ROR Ei t Z-1100-21K. HMV CDOE roc 1 g I � i -sue some .LIVE co wastes i 1 1 If FLOOR a - .i .� MN Z- T- P emu NM IB sa r�Ient � s if C.C I - 1 SYMBOLS AND ABBREV. SOIL WASTE OR SEWER S. OR W. — CD — CONDENSATE DRAIN CD — — — — — SANITARY VENT V - - -• —• COLD WATER CMS — •- ---- HOT WATER 1HW — RV COLD WATER FILTERED RV — W H A WATER HAMMER ARRESTER - -Do---- SHUT —OFF VALVE S 0 V CLEAN —OUT C 0 — it. — it'— �' RISE DROP J (E) EXISTING (N) NEW VTR 1 VENT THRU ROOF POINT OF CONNECTION P 0 C C 0 T G CLEW —OUT TO GRADE N I C NOT IN CONTRACT --j- H B HOSE SIDES WITH VACUUM REDUCER • rr NOTE: IT IS REQUIRED THAT THE PLUMBING CONTRACTOR MUST VISIT THE JO8SITE TO FAMILIARIZE HIMSELF WITH MAJOR ITEMS SUCH AS STRUCTURAL ELEMENTS AND OTHER EXISTING JOB CONDITIONS THAT MAY AFFECT HIS WORK. ADDITIONALLY, PLUMBING CQNJR CTOR SHALL VERIFY EXACT LOCATIONS AND DIMENSIONS OF SUCH ITEMS AS WASTE, VENTS. WATER UNES, ETC. N 6. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO THE BLDG STRUCTURE OR BUILDING UTILITIES CAUSED BY ANY SLAB PENETRATIONS. 7. ALL PIPE PENETRATIONS THRU FIRE RATED PARTITIONS OR CEILINGS SHALL BE SEALED WITH FIRE RATED CAULK SUCH AS 3--M SKOTCH NO. 33 CAULK. 8. X -RAY SLAB BEFORE MAKING PENETRATIONS AND OBTAIN LANDLORD APPROVAL FOR FLOOR PENNETRATIONS. 9. ALL FLOOR SAW CUTTING TO BE AT PLUMBING CONTRACTORS EXPENSE. 10. ALL EXPOSED WASTE /WATER/VENT SHALL BE COPPER. 11. UNDERGROUND WASTE 0 2 POTSINKS TO BE PVC IF TIE -IN SHALL BE ALLOWED BY CODE - ELSE DURIRON. PLUMBING KEYNOTES GENERAL PLUMBING NOTES 0 MAKE CONNECTION TO EXISTING SANITARY SEWER MAIN IN THIS AREA. FIELD VERIFY EXACT LOCATION, SIZE, ELEVATION AND SLOPE. EXTEND NEW SANITARY VENT UP THRU ROOF IN THIS AREA (FIELD VERIFY EXACT LOCATION.) ROOF PENETRATION AND SEALING SHALL BE PER MALL ROOFING CONTRACTOR. 40> PROVIDE AND INSTALL CONDENSATE PIPING FROM FAN COIL UNIT TO MOP SINK WITH FULL AIR GAP OR AS REQUIRED BY LANDLORD OR LOCAL CODE. 0 ROUTE DRAIN FROM DIPPER WELLS TO FLOOR SINK WITH LEGAL AIR GAP. 0 ROUTE DRAIN FROM ICE MAKER TO FLOOR SINK WITH LEGAL AIR GAP. 6 PVC WASTE IF ALLOWED BY CODE, ELSE "DURIRON ". PROVIDE 6 "0 ALUMINUM CONDUIT RUNS ABOVE CEILING. TERMINATE ABOVE SOFFIT OVER JUICE DISPENSER & 0 TOP OF WALK -IN COOLER. SEE ARCHITECTURAL DETAILS FOR FURTHER INFORMATION. P2 P2 (s i4) 1. SANITARY, VENT AND DOMESTIC WATER PIPING SHALL ADHERE TO ALL LOCAL CODE REQUIREMENTS. 2. WATER SUPPLY TO FIXTURES SHALL BE VALVED AT LOCATION INDICATED ON SHEET P1.1. 3. DOMESTIC HOT AND COLD WATER PIPING SHALL BE INSULATED PER SPECIFICATIONS AND LANDLORD REQUIREMENTS. 4. PIPING SHALL BE SUPPORTED FROM HANGERS AT AN ADEQUATE DISTANCE WITH ADEQUATE SUPPORTING HANGER RODS FASTENED TO BUILDING FRAMING. 5. REFER TO SHEET P4.0 FOR PLUMBING RISER DIAGRAM. ITEM I FIXTURE I FLOOR CLEANMOUT WALL c FMOUT OIPPER VEIL "1/4:-:-Y MEAT GRASS SNP T $TA7�1 Sea( t SWIM STATIC'S Q , T- STA71011 CE 911 � DIVAN AaaCE ON V/ f DRAWS ROUGH-IN SERVICES I U W •ac Ia� J. R. SIdTH OOR CIEANDUT YODEL NO. 410 S ERFS FURNISHED AND INSTALLED BY G_C. attild FIRE SP'RNQ.ER FEJIDSi — — (CuSTO1ER) FIRE SPRHCIER HEADS, — .— — (PREP/TOUT) I 1 1 BENDER CUP wr1 ER /2° — '1/1 — ' — -- 'SPUMY CUP VII9tR ! 1 1 DESCRIPTION SANITARY SEWER LIE MUST SLOPE 1/8 PER FT MIN. SINTH 11041 CLFANOUT MODE. No. 4422C. FUSED & MAULED BY G.C_ 1 -- — - — IRELIP43LE FULLY CONCEALED MEADS; ADa1ST COSTING fw'IIG I 1 i TO NED CUING HT. MORD. wTTH WHIM AND F11M>1C_ 1 -- RE1YLE FUMY READ HEADS; ADJUST EXISTING PPM I 1 TO ICII cE1M HT_ co. ORD NTH UCAITING & HW1C_ 1/2 1 1 1 1 .; FISHER SMC MODEL BY N0&& 3043 AND FISHER FAUCET NO. 30 IMNRIFACTIIRER 1 1 1 FACET F POL CONNECTION BY G.C. 1 12• , 1 — 1 ~ CUSTOM BUILT BY SUNLESS STEEL MANUFACTURER. CONNECT 10 FILLETED INTER ORNDIED %WE:SS S7111 1 1 1 I INISTE. FMMCET SPR D* i or G.C. '" - 1 /T ; 1/T — 1 2' CUSTOM OAT @r SVIINUM Sint II FIC71 t 3/0 t � 1 3/ N a1 OAT N►' SUNLESS SREI yolunEXIIIER ! 1 ROUTE CONDENSATE FROM COOLER(S) TO FLOOR SINK WITH LEGAL. NR GAP (TYP) a F6iER wo►. 10n-1001 0011011NR0111 ROSE SPRAY AMOR PLUMBING WASTE & VENT PLAN 4PN REMARKS I NSTALL N 361 OAR COUNTER Fi GIMPI NO ROD, Sic North EMIR I. ' �. I DENIES ,/01/04 Issues and Revisions 1 7 -18 -03 CONSTRUCTION TWJ CDH 2 8 -20 -03 HEALTH DEPT. TWJ CDH 3 9 -30 -03 LANDLORD /OWNER COMMENTS TWJ CDH jamba juice STORE #XX (50) SOUTHCENTER MALL 6&&utb�nter #F670 TUkWiJJI,WAW1 DAEMS & MYERS ARCHITECTURAL ALLIANCE, INC. 301 WEST 5400 SOUTH 1200 SALT LAKE CITY, UTAH 84107 PH: (801) 263 - 3457 / FAX: (801) 263 - 3529 Consultant Consultant Registration No. Date 1 . 1 0 • Project tiame SOUiHCENIER MALL Project \umber Desaiption Boulder Engineering, LLC 811 West Cedar Pocatello, Idaho 83201 (208) 478 -4613 (208) 478 -4617 (fax) email beng @bengllc.com Issues By Check STORE 1 WO Computer File 1Q Scale Trvrlpllle FLAG FLOOR PLAN .. w N ickbak K aR and Plan% •rdircalmrd or rlpnrmlodrd blr On dram,* twe owned br and air praper% of Dams 4 Mon 41 1rrhumersiral ire Inc Qa+d or allyd. ~Ned and drfteloprd for an aid cannr+rwon mob ,r m, grown None aR ler% id am dmigok amanoriorsisK plank Aai br • d bb ar k Ted ria an% prr.ron, t+rwr. or (=parasol' for a% r %oho= Ike worn poraimmori di COMM 10 P1.0 Architect Registration nn ± 4 Mum Wit MOO dwg, V c (1) ELEC. SERVICE 1 1 /4" i NOTES: 1. PROVIDE BACKFLOW PREVENTION DEVICES (WATTS SERIES 9 OR EQUAL) AT ALL FOOD PREP SINKS, ICE MACHINES, BEVERAGE DISPENSERS AND SIMIUAR TYPES OF EQUIPMENT. 2. CROSS CONNECTION PROTECTION SHALL BE PROVIDED AT ALL POTABLE WATER SUPPLIED APPLIANCES AND EQUIPMENT. r (E) SE PvicE OOPRIDOR 1 1/4" 1 PLUMBING KEYNOTES 40 MAKE CONNECTION TO EXISTING BUILDING DOMESTIC WATER LINE IN THIS AREA. PROVIDE SHUT OFF VALVE BACKFLOW PREVENTER AND METER. CONFIRM DUCT LOCATION AND SIZE IN FIELD. MAINTAIN CODE REQUIRED CLEARANCE FROM ELECTRICAL PANELS LOCATED IN THIS AREA. COORDINATE WITH ELECTRICAL CONTRACTOR. O RUN PIPING IN CORRIDOR AS HIGH AS POSSIBLE. CONFIRM EXACT ROUTING AND LOCATIONS WITH MALL MANAGER. 40 RISE IN WALL WITH WATER LINE TO BELOW COUNTER TOP LEVEL. RUN WATER LINE UNDER COUNTER TOP TO FIXTURES INDICATED. 4 DROP BELOW FLOOR WITH HOT AND COLD WATER PIPING AND RUN TO FIXTURES INDICATED. INSULATE UNDERFLOOR PIPING WITH" ARMAFLEX. NO JOINTS ALLOWED IN PIPING UNDERFLOOR. DROP THRU WALK -IN COOLER BOX TO 12" BELOW CEILING OF COOLER TO MAKE CONNECTION TO VENDOR PROVIDED BEVERAGE DISPENSER /PUMP RACK. SEE ARCHITECTURAL DETAILS FOR MORE INFORMATION. 8 MAKE GAS CONNECTION TO ROOF TOP UNIT IN THIS AREA. CONFIRM EXACT LOCATION. 8 EXTEND GAS LINE ON ROOF TO SPACE METER (APPROX. 200 FEET) CONFIRM EXACT EXTEND GAS UNE ON ROOF TO SPACE METER (APPROX. 200 FEET) CONFIRM EXACT LOCATION. 00 PLUMBING WATER PLAN qp i/4 =1 -0 North SEE SHEET P1.0 FOR PLUMBING FIXTURE SCHEDULE. STORE #000 (5.0) SOUTHCENTER MALL 6&utbcenter #F670 Tukwila, WA 91O DAEMS & MYERS ARCHITECTURAL ALLIANCE, INC. 301 WEST 5400 SOUTH #200 SALT LAKE CITY, UTAH 84107 PH: (801) 263 -3457 / FAX: (801) 263 -3529 Consultant Consultant Registration I DIMES 1/01/64 Issues and Revisions No. Date 1 7 -18 -03 CONSTRUCTION TWJ CDH 2 8 -20 -03 HEALTH DEPT. TWJ CDH 3 9 -30 -03 LANDLORD /OWNER COMMENTS TWJ CDH 'Protect Protect %umber Description Corppuccr File I11 p11dug RA, Ternptie F1.7 ,IN3 jamba juice • Boulder Engineering, LLC 811 West Cedar Pocatello, Idaho 83201 (208) 478 -4613 (208) 478 -4617 (fax) email beng@beriglIc.com Issues By Check STOKE f 004 PUMING FLOOR PLAN 1 P1.1 Architect Registration Flexii All dean dryprrt_ arrangemenK and piton ro ralrd or rrpnrwi nrrrd b b *Pc dr rmurvie are owned bit• and the proper% rr Meow i Nrrt+rrcitral 111.inca r.r (hand award evolved and drerloprd iar one on old .n (W - a n "nth the iprrried promo Nwrre of wrb .in- dry arrangement' or pii t. 4tall be rind b. or drerrioned b art prr•on tarot or corporalncr+ oar art prep'— vagaagarse, entlhoia the wren pwwrerraow Q CIPW1A 0 , r r CONNECT " COPPER TO BLENDER SHELF. ROUTE THRU S53 TO DRAIN INDIRECTLY INTO FLOOR SINK. LEVER DRAIN FROM SINK S53 SINK END VIEW DRAIN FROM SHELF. NOT TO SCALE 2" FROM TOP S. r dr- S53 SINK SIDE VIEW NOT TO SCALE S53 SINK TOP VIEW cw NOT 70 SCALE 1 cif alp ... '— — - - — "Nr —1 i 1 own) 1 L 6 000 Mr 10 SCORE o� FLOOR SINK P13 41 F5 WASTE FROM DIPPER WELLS TO FLOOR SINK. HOT AND COLD WATER UNES TO FIXTURES. HOT AND COLD WATER UNES FROM BELOW SLAB IN STUB WALL rlor - HOT AND COLD WATER LINES TO FIXTURES (VP) INDIRECT WASTE UNE TO FLOOR SINK L _00 S53 SINK SUPPLY DIAGRAM NEOPRENE SEAL CLEANOUT PLUG FINISHED FLOOR CONCRETE SLAB STRUCTURE AT UPPER LEVEL SEALANT TO TENANTS SANITARY SEWER v UNINSULATED - UL SYSTEM WL 1001 NOTE: INSTALLATION TO FOLLOW UL SYSTEM WL 1001 OR WL 5039 AND BE A UL TESTED ASSEMBLY. HW GV T & P RELIEF TO JANITOR'S SINK NOT TO SCALE RATED WALL .0,7, 1" FIBERGLASS INSULATION THRU WALL ONLY (E) OR (N) PIPE 3M BRAND FIRE BARRIER CP25WB+ CAULK- MIN. 5/8" BEAD AROUND BOTH OUTSIDE FACES OF WALL OR EQUAL SCORIATED COVER ADJUSTABLE HOUSING GRADE AT LOWER LEVEL FLOOR CLEANOUT DETAIL PIPE THRU FIRE WALL PENETRATION DETAIL NOT TO SCALE 10 SOCE INSULATED - UL SYSTEM WL 5039 18 GA. GALV. METAL STRAP AT UPPER AND LOWER THIRD SECURE TO WALL SHEET METAL PAN THERMAL EXPANSION TANK (IF REQUIRED BY LOCAL CODES) UNION (TYP.) PLATFORM (SEE ARCHITECTURAL DWM) ANCHOR SECURELY TO WALL STRUCTURE All TO JANITOR'S SINK WATER HEATER DETAIL w Nib +— WALL CLEAN -OUT DETAIL NOT TO SCALE FLOOR SLAB MIN. 2 1 WALL CLEANOUT WALL ACCESS COVER WALL CAULK WITH FLEXIBLE FILLER SLEEVE FLEXIBLE FILLER IPE NOTE: ALL FLOOR PENETRATIONS MUST BE SLEEVED AND UpU1D TIGHT. FLOOR PENETRATION DETAIL NOT TO SCALE SHEET LEAD FLASHING - MOP IN WITH ROOFING MATERIAL INCREASER WHEN REQUIRED Nor 10 SCKLE MIN. 12" MIN. 12` VENT THRU ROOF DETAIL TURN LEAD DOWN INTO STACK VENT STACK ROOFING MATERIAL ROOF CONSTRUCTION SLEEVE ROOF CONSTRUCT1Oh AS REQUIRED jamba juice STORE �ffKX (50) SOUTIKENTER MALL 6&&uth�nter #I7O Thkwila, WA DAEMS & MYERS ARCHITECTURAL. ALLIANCE, INC. 301 WEST 5400 SOUTH #200 SALT LAKE CITY, UTAH 84107 PH: (801) 263 -3457 / FAX: (801) 263 -3529 Consultant Consultant Registration Architect Registration 1 EXPIRES 1/01/04 Issues and Revisions No. Date 1 7 -18 -03 CONSTRUCTION TWJ CDH 2 8 -20 -03 HEALTH DEPT. TWJ CDH 3 9-30-03 LANDLORD /OWNER COMMENTS TWJ CDH Protect Narne SOUIHCJ41ER MALL Project 'cumber Destnoon Computer File ISCItp20.dog Scale AS NOTED Template Al odelark. drypws_ arra,promen b and plant uwdreaard ar nepre.•rnord bit *um droning Jr. award b* and dor ppopr.r e. Dorm is vim% AIrclnrwrrorai 41kairorr. Irnr Qarnd von" curd r d od and drovkigied for IMP On and in conwoom won doe ipp Mr"? Prrlrnr► d met 04_ arroviesmirmti or plant ward be or dwclrwnrd to a . prnon thin or cvrparasian war ar. powwow vilkatiorwr willow t • ' worn mamma* of OIMAk 0 l e '` •,• •1 •• STORE # 0X0 PU MEI G DETAILS Boulder Engineering, LLC 811 West Cedar Pocatello, Idaho 83201 (208) 478 -4613 (208) 478 -4617 (fax) email beng@beng,11c.com Issues By Check u4. P2.0 w ciit nr,- . a tiabo ry 1 W e C. to PLUMBING PLAN CONSTRUCTION NOTES 1. ALL WORK SWILL BE DONE IN STRICT ACCORDANCE WITH ALL APPLICABLE GOVERNMENT AND LOCAL CODES AND THE LANDLORD'S REQUIREMENTS. VERIFY LOCAL HANDICAP CODE REQUIREMENTS PRIOR TO CONSTRUCTION. 2. FIELD VERIFY EXACT SIZE AND LOCATION OF EXISTING WASTE PIPING BELOW SLAB, VENT PIPING UP THROUGH ROOF AND COLD WATER SUPPLY PIPING ABOVE CEILING PRIOR TO THE COMMENCEMENT OF ANY WORK. AFTER INSTALLATION AND FINAL CONNECTION OF NEW WASTE PIPING BELOW SLAB, BACK FILL AND PATCH IN ACCORDANCE WITH THE LANDLORD'S CRITERIA REGARDING SUCH WORK. 3. CONTRACTOR SHALL FURNISH AND INSTALL ALL OF THE NECESSARY DOMESTIC WATER PLUMBING FACILITIES TO SERVE THE TENANT'S DEMISED PREMISES AND MAKE NECESSARY INSTALLATION OF SANITARY /DOMESTIC WATER PIPING FROM TENANT'S DEMISED PREMISE LANDLORD. 4. SANITARY VENTS SHALL BE ROUTED TO THE EXISTING LANDLORD'S POINT OF CONNECTION WITHIN THE TENANT'S DEMISED PREMISES OR TO THE REAR SERVICE AREA OF THE DEMISED PREMISES AND RUN UP ALONG THE EXTERIOR WALL OR IN- BETWEEN THE TENANT DEMISING WALLS IN A SUITABLE MANNER. THE TRACTOR SHAM. PROVIDE A CAPPED TEE FOR POSSIBLE FUTURE CONNECTION, (IF REQUIRED BY THE LANDLORD). CONTRACTOR SHALL COORDINATE ALL ROOF PENETRATIONS WITH THE LANDLORD'S ROOFING CONTRACTOR, AS REQUIRED. 5. THE CONTRACTOR SHALL INSTALL ALL TOILET FIXTURE IN ACCORDANCE WITH, AND AS REQUIRED BY LANDLORD'S CRITERIA 6. THE CONTRACTOR SHALL ENSURE THAT ALL SLAB PENETRATIONS WITHIN THE TENANT'S DEMISED PREMISES ARE PROPERLY SEALED AND REMAIN WATERTIGHT TO PREVENT ANY POSSIBLE DAMAGE TO OTHER TENANTS AND /OR TO THE BUILDING. FAILURE TO DO SO SHALL BE AT RISK AND SOLE EXPENSE OF THE CONTRACTOR. 7. THE CONTRACTOR SHALL VERIFY WITH LOCAL CODES AS TO THE REQUIREMENT /INSTALLATION OF ANY *WATER SAVING" DEVICES TO THE PLUMBING FIXTURES. (EXAMPLE: TOILETS, FAUCETS, ETC.) 8. THE CONTRACTOR SHALL PROVIDE BROCHURES FOR ALL PLUMBING FIXTURES AND DEVICES TO THE LANDLORD FOR HIS REVIEW AND /OR APPROVAL PRIOR TO THE PURCHASE OF ANY SUCH EQUIPMENT. 9. THE PLUMBING CONTRACTOR SHALL BE RESPONSIBLE TO FIELD VERIFY THE EXACT LOCATION, SIZES. INVERTS AND CONDITION OF EXISTING SANITARY WASTE PIPING BELOW SLAB, VENT PIPING UP THROUGH ROOF AND DOMESTIC COLD WATER SUPPLY PIPING TO TENANT'S DEMISED PREMISES PRIOR TO SUBMITTING HIS BID. NO ADDITIONAL COMPENSATION WILL BE MADE FOR ANY EXTRAS DUE TO CONTRACTOR'S FAILURE TO VISIT THE JOB SITE AND /OR FAILURE TO PRE - DETERMINE ALL EXISTING CONDITIONS BEFORE SUBMITTING HIS BID. UPON COMPLETION OF THE WORK, CONTRACTOR SHALL ENSURE THE PROPER WORKING ORDER OF THE SYSTEM(S) AND MAKE ANY ADJUSTMENTS AS REQUIRED. CONTRACTOR SHALL SUBMIT A REPRODUCIBLE COPY OF THE 'AS-- BUILT' DRAWING TO THE LANDLORD AND TO THE OWNER FOR THEIR RECORDS. 10. PLUMBING SYSTEM SHALL BE PRESSURE TESTED AND STERIUZED PER LANDLORD'S MANUAL AND LOCAL AUTHORITY HAVING JURISDICTION. PLUMBING SPECIFICATIONS SCOPE t. THE WORK TO BE PERFORMED UNDER THE PLUMBING SPECIFICATIONS AND DRAWINGS CONSISTS OF FURNISHING ALL LABOR AND MATERIALS FOR THE COMPLETE INSTALLATION OF ALL PUHMI3ING SYSTEMS FOR TENANT SPACES. THE WORK SHALL INCLUDE, BUT SHALL NOT BE LIMITED TO THE FOLLOWING: A COLD AND HOT WATER SYSTEMS B. DRAINAGE AND VENT SYSTEMS. C. INSULATION GENERAL 2. THIS SPECIFICATION IS INCLUSIVE FOR EACH ITEM REQUIRING ALL LABOR, MATERIAL, AND EQUIPMENT NECESSARY TO PROPERLY INSTALL, ALTER, ADJUST AND PUT INTO OPERATION, THE COMPLETE PLUMBING SYSTEM. 3. THE CONTRACTOR IS RESPONSIBLE FOR THE PROPER LAYOUT AND CONSTRUCTION OF THE WORK INCLUDED IN THIS CONTRACT. WORKMANSHIP 4. ALL WORK MUST BE DONE IN A WORKMANLIKE MANNER TO THE COMPLETE SATISFACTION OF THE THE ENGINEERS AND SHALL BE PERFORMED BY QUALIFIED MECHANICS. MATERIALS AND EQUIPMENT 5. ALL MATERIALS AND EQUIPMENT SHALL BE NEW, AND SHALL CONFORM TO THE GRADE, QUALITY AND STANDARD SPECIFIED HEREIN. ALL MATERIALS AND EQUIPMENT UTILIZED SHALL MANUFACTURED IN THE UNITED STATES OF AMERICA. 6. ALL EQUIPMENT OFFERED UNDER THESE SPECIFICATIONS SHALL BE UNITED TO PRODUCTS REGULARLY PRODUCED AND RECOMMENDED FOR SERVICE. IN ACCORDANCE WITH ENGINEERING DATE, RATINGS, OR OTHER COMPREHENSIVE LITERATURE MADE AVAILABLE TO THE PUBUC AND IN EFFECT AT TIME OF OPENING OF BIDS. 7. EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS FOR TYPE AND CAPACITY OF EACH PIECE OF EQUIPMENT USED. LAWS, ORDINANCES AID REGULATIONS 8. ALL MECHANICAL. SYSTEMS IN ALL AND /OR PART SHALL CONFORM TO ALL PERTINENT LAWS, ORDINANCES AND REGULATIONS OF ALL BODIES HAVING JURISDICTION, AT ALL GOVERNING LEVELS, NOTWITHSTANDING ANYTHING IS THESE PLANS AND SPECIFICATIONS TO THE COIVTRARY. IN CASE OF CONFLICT BETWEEN GOVERNING LEVELS, THE MORE STRINGENT LAWS SHALL APPLY. 9. CONTRACTOR SHALL PAY ALL FEES AND OBTAIN AND PAY FOR ALL PERMITS AND INSPECTIONS REQUIRED BY ANY AUTHORITY HAVING JURISDICTION IN CONNECTION WITH HIS WORK. 10. WHERE APPLICABLE, ALL MATERIAL SHALL BEAR THE NATIONAL. BOARD OF FIRE UNDERWRITER'S SEAL OF APPROVAL CERTIFICATES TO THIS EFFECT TO BE FURNISHED TO ARCHITECT UPON REQUEST. ESCUTCHEONS 11. ALL EXPOSED PIPES, EXCEPT AS OTHERWISE DESCRIBED PASSING THROUGH WALLS, FLOORS, CEILING, ETC. IN FINISHED SPACES, SHALL BE PROVIDED WITH SOLID PATTERN HEAVY CEILING, FLOOR OR WALL. ESCUTCHEONS WITH SET SCREW. ESCUTCHEONS END PLATES SHALL BE OF STEEL OR MALLEABLE IRON WITH PRIME COAT READY FOR PAINTING. ESCUTCHEONS WILL NOT BE PROVIDED WHERE SLEEVES INTENTIONALLY EXTEND ABOVE FINISHED FLOOR. 12. ALL EXPOSED PLUMBING SHORT BRANCH CONNECTIONS TO FIXTURES AND /OR EQUIPMENT PASSING THROUGH WALL OR FLOORS SHALL BE EQUIPPED WITH PRESSED BRASS, CHROMIUM PLATED, SOUD -TYPE ESCUTCHEONS. GUARANTEE 13. WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM DATE OF ACCEPTANCE BY OWNER. THE EACH CONTRACTOR SHALL UNCONDITIONALLY GUARANTEE IN WRITING ALL MATERIALS, EQUIPMENT, MD CONTRACTOR SHALL PROVIDE FREE SERVICE FOR ALL EQUIPMENT INVOLVED IN HIS CONTRACT DURING THIS GUARANTEE PERIOD. 14. THE GUARANTEE SHALL INCLUDE RESTORATION TO ITS ORIGINAL CONDITION OF ALL ADJACENT WORK THAT MUST BE DISTURBED IN FULFILLING THOS 15. ALL REPAIRS AND /OR REPLACEMENT SHALL BE MADE WITHOUT DELAY, MID AT THE CONVENIENCE OF THE OWNER. TEMPORARY 16. THE CONTRACTOR, AT FINS OWN EXPENSE AND COST, SHALL INSTALL, OPERATE, PROTECT AND MMIINTAIN THE RESPECTIVE TEMPORARY SERVICES AS REQUIRED BY HIS WORK_ TESTS OF PIPING SYSTEMS 17_ THE SYSTEMS OF PIPING AS INSTALLED BY THIS CONTRACTOR MUST BE uf.SitD WITH WATER OR AR MD PROVEN TIGHT TO THE SATISFACTION OF REPRESENTATIVE OF THE ARCHITECT. TESTING INSTRUMENTS MUST BE FURNISHED BY THE PLUMBING CONTRACTOR 18. TESTS MUST BE MADE IIITH WATER, EXCEPT WHEN THERE IS DANGER FROM FREEZING THEN TESoS MAY BE WOE WITH AML. WOODEN PLUGS ARE NOT TO BE USED IN WAGING TESTS_ STERILIZATION OF DOMESTIC WATER SYSTEM 19_ BEFORE BEING PLACED IN SERVICE ALL WATER LINES SHALL BE CHLORINATED TO THE SATISFACTION OF THE ARCHITECT 14 ACCORDANCE WITH & W.WA SPECIFICATIONS C601 -537. SOL WASTE AND VENT Pis 20.501. WASTE PPING SHALL BE PVC SCH. 40 AT LOCATIONS INDICATED ON THE DRAWINGS. IF ALLJVEDBY LOCAL CODE, ELSE 'OURICR/ '. OTHER LOCATIONS SHALL BE SERVCE EIGHT CAST IRON, HUB OR NO-HUB 21. VENT RPM SHALL BE SERMCE *OUGHT CAST RO N INO -4*. OR GALVANIZED STEEL PIPE. WATER PIPING 22. WATER PIPING UNDER FLOOR 94AU. BE 1WE 'NC" COPPER 21 WATER PPM MOW FLOOR SHALL IE TYPE '(.• COPPER CONDENSATE DRAIN PIPIIM 24. C( ►1E ORAIM PIPING 94AL1 8E TYPE l. COPPER. WATER PIPING /ISILATION 199 AIE ALL. WATER PSG t1H t' N I EX 1 0R APPROrED EQUAL MESS NO1ED OT1ERRSE Or PLAt T WASTE AND EXPOSED PLUMING 2 ALL EXPOSED IKS1E. OMR. NEW lk SUPPLY Lots 9011 SE TYPE Z' t7pPf R GAS PIPING 2T. CAS PIPING 91A11 SE GOVAN= OR LIMN 5101 WOULD 40 SCNEIED mow& ab STORE #XX (0) SOLITHCEN7ER MALL 680 Southcenter #F670 Thkwila, WA DAEMS Se MYERS ARCHITECTURAL ALLIANCE, INC. 301 WEST 5400 SOUTH #200 SALT LAKE CITY, UTAH 84107 PH: (801) 263 -3457 / FAX: (801) 263 -3529 Consultant Consultant Registration I EXPIRES 1/01 1 Issues and Revisions No Date 1 7-18-03 CONSTRUCTION TWJ CDH 2 8- 20-03 HEALTH DEPT. TWJ CDH 3 9-30-03 LANDLORD /OWNER COMMENTS TWJ CDH Proms Name SOUTHCENTER MALL Project Number 'Description CanpRdf File kaki AS NOTED Templar AN dm& demarn _ aTa pronenrc. and plans rnderaged v revrelenned bb ihee Ora ewag an. ownrd be and the proem m aR Dte a al Athwart* _ kw Oared mime ~NI reeked and dpvelwuprd liar Oar an and m nonnipmeet era the libmi ird o � None a wrfi rdnalk arra p rwwrn* ar plane Or trod be ar dlrrlared to aw prmn tom ar carip raMont war aw gnaws, Or wren' per ormon al DMA% 0 jamba juice STORE 1 000 P Boulder Engineering, LLC 811 West Cedar Pocatello, Idaho 83201 (208) 478-4613 (208) 478-4617 (fax) email berg @bengllc.com Issues By Check • Architect Registration E'er PUJIMING SPECIFICATIONS & NOTES ..- • 4 JOB NAME: SHOP BUILDING "A" DATE: 10 -17 -00 JOB ADDRESS: COLD WATER DESIGN REQUIREMENTS STREET MAIN TO PRY /LAST OUTLET (A) PRESSURE AVAILABLE: MAXIMUM 50 PSI, MINIMUM 50 PSI (C) TOLTAL FIXTURE UNITS: FLUSH TANK 2 F.U. FLUSH VALVE F.U. (D) WATER DEMAND: 1. DOMESTIC 0 F.U. 2. IRRIGATION NIGHT USE ONLY 0 GPM 3. MISC. 0 GPM TOTAL: 15 GPM (E) RESIDUAL PRESSURE REQUIRES AT FARTHEST OUTLET: 25 PSI (F) PRESSURE LOSS DUE TO HEIGHT 10 FT. x .434: 5.2 PSI (G) PRESSURE FALL OFF THRU PRESSURE REDUCING VALVE: 0 . 0 PSI 050 P.S.I. (H) PRESSURE LOSS THRU BACKFLOW PREVENTOR: 8 . 0 PSI (I) PRESSURE LOSS THRU METER: 4.0 PSI .22 (J) PRESSURE LOSS THRU WATER SOFTENER: --- PSI (K) TOTAL PRESSURE LOSS FROM ABOVE (ITEM E, THRU J): 42 PSI (L) MINIMUM PRESSURE AVAILABLE (ITEM A ABOVE) PRV. SET 50 PSI (M) PRESSURE AVAILABLE FOR FRICTION LOSS (L MINUS K) 7 - PSI (N) DEVELOPED PIPE LENGTH: 1. LENGTH OF RUN (MAIN TO LAST FIXTURE): 150 FT. 2. EQUNALENT LENGTH FOR FITTINGS 25 X: *2 FT. 3. TOTAL DEVELOPED LENGTH: 19k. FT. (0) FRICTION LOSS PER ONE HUNDRED (100) FEET OF PIPE: 1: 100' x (M) 7.8 DIVIDED BY (N) 190 = 4.1 PSI /100' USE 4.0 PIPE SIZES BASED ON TYPE " L " COPPER 0 2 . 2 PSI /100 FT. 8 FPS MAX. FIXTURE UNITS FIXTURE UNITS UNITS ,FIXTURE FT. FV. FT. FV. FT. FV. 1/2" = 1 1 = L 2-1/2" = 500 3/4 "= 1-1/2" = � 3 "= 1" 16 2" = 225 4•: r • t A w BACKFLOW PREVENTORS • 1. PROVIDE A DOUBLE CHECK VALVE BACKFLOW PREVENTER (WATTS SERIES 007) AT THE MAIN WATER SERVICE LINE ENTRANCE (VERIFY SIZE WITH DRAWINGS). 2. IN ADDITION, PROVIDE DUAL CHECK BACKFLOW PREVENTERS AT THE FOLLOWING LOCATIONS (VERIFY SIZE WITH PLUMBING FIXTURE SCHEDULE): EQUIP. MARK P12 P10 E30 INLET DESCRIPTION PRE-RINSE SPRAYER (WITH HOSE) FILTER INLET ICE MACHINE ENTRANCE * *CONTRACTOR IS TO CONFIRM THAT BACKFLOW PREVENTERS SPECIFIED ARE ACCEPTABLE TO THE CODE INSPECTOR. BFP- -1 BFP -2 FILTER BFP -3 PIPING E PRESSURE LOSSES 5 PSI 9 PSI 15 PSI 5 PSI 2 PSI 36 PSI TOTAL LOSS WATTS MODEL 1 SERIES 9BD SERIES 912HP SERIES 9BD SERIES 007M2QT (P31) THERMAL EXPANSION TANK (RHEEM MODEL. RRT --12, 4.4 GALLONS) N. c, ; - '' (2Fu)'' `� _ i'•. (P12) (2Fu) r (2FU) S14 r (2F y (s14) " 1 L 1. L ---_ 'te -�Mw NOT TO SCALE Y 1 / • '/ � - - �''\ 1 ,.. - C • , �► (6FU) 21 CWFU "J- ' (P17) (1Fu ) 1 NOTE, PROVIDE AN APPROVED BACKFLOW WATER P NTER FOR MAIN DOMESTIC LINE ..- `'�_1 1t► (2FU) PROVIDE AN APPR 4111/ PRESSURE PECULATING VALVE SHALL BE INSTALLED REDUCE TO IN � TO 80 P. (VERIFY a_ac. OF (11) 1 1 /4. COD MEJt 10 (E) au MIER U E E701L'T S$ AND DOMESTIC WATER PIPING DIAGRAM (2FU) } 6 INDIRECT WASTE FROM WATER HEATER (3/4") . �► (4FU) ALL PLUMBING SHALL BE COPPER DD NOT USE P_V.C_ IIRAP ALL INTER PFN`, W/1 -1 /2' MI OR EaMI_ — _ — _- - _..__— _--- _-- _ - --INDICATES COD r■'ER (s14) (TYP 2) INDIRECT WASTE FROM (4FU) DIPPER WELLS. TYP -3 (1 1/2*) AND T- STATION SINK (1 1/2") INDIRECT WASTE FROM WALK -IN FREEZER (3/4') AND WALK-IN COOLER (3/4") (2FU) INDIRECT WASTE FROM ICE (2FU) BIN ('4") FILTERED CCU "ORR Oa PROVIDE BACKFLOW PREVENTION DEVICES AT ALL FOOD PREP SINKS, ICE MACHINES, BEVERAGE DISPENSERS AND SNI LIAR TYPES OF EQUIPMENT. • NI 2FU) r1 / N r�. • WASTE ISOMETRIC NO SCALE INDIRECT WASTE FROM GRASS DISPLAY TRAY (1 1/21, PRODUCE BIN (3/4'7, WHEAT GRASS DISPLAY TRAY (3/4'7, WHEAT GRASS SINK (1 )6") AND ICE MAKER (1") 3" WASTE LINE. CONTRACTOR SHALL VERIFY EXACT POINT OF CONNECTION AND ROUTE WASTE PIPE ACCORDINGLY (VERIFY EXACT LOCATION IN FIELD) jamba juice STORE #tXKJ (50) SOUTIKEVIER MALL 6&&juthcentcr #%7O TUkY*WA51 DAEMS & MYERS ARCHITECTURAL ALLIANCE, INC. 301 WEST 5400 SOUTH 0200 SALT LAKE CITY, UTAH 84107 PH: (801) 263 -3457 / FAX: (801) 263 -3529 Consultant ro issues and Revisns No. Date i • or Boulder Engineering, LLC 811 West Cedar Pocatello, Idaho 83201 (208) 478 -4613 (208) 478 -4617 (fax) email beng @bengllc.com Issues By Check 1 7 -18 -03 CONSTRUCTION TWJ CDH 2 8 -20 -03 HEALTH DEPT. TWJ CDH 3 9 -30 -03 LANDLORD /OWNER COMMENTS TWJ CDH toi3>tit Pro jer1 Name SOU I EN1ER MALL Protect %umber Description STORE # PANG DIAGRAMS Complier File ISCNIp40.durg Scale AS NO1ED Template • r _P7 ; �y �+ 1 • 4'4- P4.0 Architect Registration AM *dims drgapo. aria viarviveaK and plank ondrorard nor nvireoensed b . •Vra d r a . s . a o i t air o ' d b. and *irr PrrcPP+'A d Darrow i s Arrlrolrc*ra l Illoarece Ir►n,r Oland mow cr+r+arwrd •ftalkont and dr'cNrrd liar one an and . conrorciew lords virc+rd pant %OAP di wrrh .driark *goyim a? aniterrorms or piano *ha be wind b► ar dr.cio nd la a rim prr cn tirrw, or carpara orm rev arw prpvw vrhor' w l robes rr *NM► arrbrn prinimmman c CROAA Q r 3 MECHANICAL PLAN NOTES: O PLUMBING CONTRACTOR TO ROUTE 1" CONDENSATE PIPING TO NEAREST ROOF DRAIN OR AS REQUIRED PER <>PRO VIDE LANDLORD AND LOCAL CODE. DRY TYPE SPRINKLER HEADS IN WALK --INS AS €:: REQUIRED PER NFPA 13. NEW ROOF MOUNTED HVAC UNIT ON NEW CURB. CONFIRM EXACT LOCATION OF UNIT PRIOR TO INSTALLATION. NOTIFY ENGINEER IMMEDIATELY IF OBSTRUCTIONS PROHIBIT INSTALLATION. 0 120 V SERVICE TO BE LOCATED WITHIN 25 FEET OF AND ON THE SAME LEVEL AS THE ROOF MOUNTED EQUIPMENT FOR SERVICE AND MAINTENANCE. SEE ELECTRICAL FOR MORE INFORMATION. OUTSIDE AIR INTAKES FOR HVAC SYSTEM SHALL NOT BE LOCATED CLOSER THAN 10' FROM SANITARY VENTS, APPLIANCE VENTS, OR EXHAUST FAN DISCHARGE. GENERAL NOTES: SCHEDULE BALANCING WITH THE OWNER'S FIELD REPRESENTATIVE. PROVIDE A COPY OF THE CERTIFIED AIR BALANCE REPORT AND CERTIFIED OUTSIDE AIR REPORT TO THE OWNER PRIOR TO OCCUPANCY. 2. FLEXIBLE DUCT SHALL BE UNITED TO A MAX. LENGTH OF 6' -0" PER BRANCH RUNOUT. ELBOWS SHALL BE INSTALLED TO MAINTAIN A ONE AND ONE -HALF DIAMETER CENTERUNE RADIUS. 3. ALTER MEDIA SHALL BE UTIUZED TO PROTECT ALL RETURN OPENINGS DURING CONSTRUCTION. 4. A FREE AREA FOR MAINTENANCE ACCESS AROUND THE HVAC EQUIPMENT SHALL BE PROVIDED. MECHANICAL PLAN CONSTRUCTION NOTES REFER TO OWNER'S SPECIFICATIONS FOR MORE INFORMATION AND COORDINATION WITH OTHER TRADES. 1. IT IS REQUIRED THAT THE MECHANICAL CONTRACTOR MUST VISIT THE JOBSITE TO FAMILIARIZE HIMSELF WITH MAJOR ITEMS SUCH AS STRUCTURAL ELEMENTS, PLUMBING LOCATIONS AND ELECTRICAL RUNS. ADDITIONALLY, MECHANICAL CONTRACTOR SHALL VERIFY EXACT LOCATIONS AND DIMENSIONS OF SUCH ITEMS AS H.VAC. UNITS, DUCTWORK, ETC., PRIOR TO SUBMITTING HIS BID. NO ADDITIONAL COMPENSATION WILL BE MADE FOR ANY EXTRAS DUE TO CONTRACTOR'S FAILURE TO VISIT THE JOBSRE AND /OR PRE - DETERMINE ALL EXISTING CONDITIONS BEFORESUBMITTING HIS BID. ANY DISCREPANCIES SHALL BE IMMEDIATELY REPORTED TO THE OWNER'S FED REPRESENTATNE FOR RESOLUTION. 2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH ALL APPLICABLE GOVERNMENT AND LOCAL CODES AND LANDLORD'S REQUIREMENTS. 3. UNLESS OTHERWISE SPECIFIED, CONTRACTOR SHALL PROVIDE ALL EQUIPMENT, MATERIALS, LABOR AND SUPERVISION NECESSARY TO COMPLETE THE HEATING, VENTILATING AND AIR CONDITIONING WORK WHICH INCLUDES, BUT IS NOT LIMITED TO THE FOLLOWING: A. NEW AIR CONDITIONING UNIT (V -o1) SHALL BE FURNISHED BY JAMBA AND INSTALLED BY CONTRACTOR AS SCHEDULED ON THE DRAWINGS. B. C. REMOVE ALL D(ISTING DUCTWORK AND EQUIPMENT NOT TO BE RE -USED AND DISPOSE OF SAME OFF LANDLORD'S PISS. FURNISH AND INSTALL ALL NEW DUCTWORK INCLUDING GRILLES, DIFFUSERS MIND DAMPERS W4 ACCORDANCE WITH S.MAC.NA CURRENT STMDARDS AND THE LANDLORD'S REQUIREMENTS - (SHOWN ON PLANS AS SOUD LIES). 1) ALL MATERIAL SHALL BE NEW ANN) OF COMMERCIAL GRADE, AND BEAR UNDERWRITER'S AND UNION LABELS WHERE SUCH LABELING APPLIES. 2) ALL DUCTWORK SHALL BE FABRICATED FROM GALVANIZED SHEET METAL OR PRE - INSULATED ALUMINUM CORRUGATED FLEXIBLE DUCT 14 ACCORDN4CE WITH THE STANDARD OF MIERICAN SOCIETY, ORATION AND AIR CONDITIONING ENGINEERS NATIONAL ASSOCIATION, FOR LOW PRESSURE, LOW VELOCITY DUCTWORK OR AS PER LOCAL CODE. 3) BRINES FROM MAIN LOW VELOCITY TRIM( DUCTWORK SI•MLL BE FURNISHED WITH SPUTTERS, DAMPERS OR SIMUR BAIJMICNG DEVICES M ACCORDANCE WITH THE STANDARDS OF THE ASSOCIATED AIR BALANCING COUNCIL (EIRE DAMPERS SHOULD BE FRONDED AS REQUIRED BY ANDY APPLICABLE CODES AND /OR JURISDICTIONAL AL AUTHORMES). 4) ALL DUCTS FOR FINAL CONNECTION TO DIFFUSER SMALL BE CLASS 1 UL LISTED (SL 181) FL XU.E AIR DUCT NOT TO EXCEED 6'-0" IN LENGTH (THERW L L. GLASSFLEX OR APPROVED EQUAL). 5) SUPPLY AND RETURN DUCTWORK SHALL BE INSULATED WITH ONE (1) MACH THICK MINIM BLANKET INSULATION WITH VAPOR WIRER_ ACOUSTICAL LINER MAY BE FRONDED AS REQUIRED PER IFPA STANDARDS, LRL RECOUP/Mfg AND L RATED. (EQUAL TO MANVILLE FOERGLASS INSULATION) 4. ALL COMPONENTS AND EOUPIAD4T SHALL BE PROVDED WITH AN EASE OF SERVICE NC MIIINTEPOICE AS REQURED BY COOS MO THE LANDLORD. 5. FURNISH MD INSTALL 'THERMOSTAT AS WON ON THE PLAN AT A Mk of , T-mw OF 4 T A.F_F_ (rIERIFY LOCAL CODES). COORDINATE EXACT LOCATION WITH OWMIER'S REPRESENTATNE_ PROVIDE CONTROL IMINRIIIG MID CONTROLS AS WOWED. 6 _ CONTRACTOR StMILI PROVIDE MOWS FOR ALL EOIAP'1NENT NC DEVICES TO THE OMR FOR NIS RErEti AND/OR *mow PRIOR TO TIE PURCHOSE or Pr SUC?N EOUP EMF OR DEVICES. 7. CONTIWCICS SHILL Mini A/C us FLIER REPUCEIENT AFTER CONSTRUCTION IS COMPLETE. 8. INSTALLATION ACCEPTANCE AMY BE SIJBACT TO C0161t uCnO I REVIEW 8vr NMI M Nit wernomit row 9- UPON ComiTION OF Tit WO K. 111E CONTRICTOR WILL TEST. START -UP MID MINX 1►E STSTES) MD rIMOE NW NIOIUSI11on5 AS RIEGUIRED 10 MM61RE PRIMER TIORKING OAR SIMON A COPY OF Nit MUM REPTITT Mr AN OISSCE CERTIFIED Art eR/ 1E0t*Op I AO A c1Cr OF MEPRO0ualtf SET OF if " -eutr oils 10 1ME R AND 10M mina Tt1iE MOM. AND 1101PE PIECEDDI 10 Rot MEW WALK -IN COOLER COMPRESSOR MOTOR LOCATED DIRECTLY ABOVE ON ROOF (TYP) 24'x24" PERF. FACE RETURN AIR GRILLE, TITUS (PAR) LAY —IN BORDER TYPE -3 FOR T —BAR APPLICATION (TYP) WALK —IN COOLER COMPRESSOR MOTOR LOCATED DIRECTLY ABOVE ON ROOF (TYP) 24 "X24" PERF. FACE CEILING DIFFUSER, TITUS (PAS) LAY —IN BORDER TYPE -3 FOR T--BAR APPLICATION (TYP). MECHANICAL PLAN 1/4- v-o- • North • A R A 1:E1 E.F. ODD A.P. NEW 24"X24", 4 —WAY PERFORATED FACE CEILING DIFFUSER FOR T —BAR APPLICATION EXISTING CEILING DIFFUSER NEW 24X24" PERFORATED FACE RETURN AIR GRILLE FOR T —BAR APPLICATION EXISTING RETURN AIR GRILLE ACCESS PANEL EXHAUST FAN tlf 'THERMOSTAT REMOTE THERMOSTAT SENSOR DUCT SMOKE DETECTOR PORT OF CONNECTION UNDERCUT DOOR OPPOSED BUNN DIAPER SYMBOL LEGEND �---� AFD NEW DUCTWORK EXISTING DUCTWORK TO REMAIN EXISTING DUCTWORK ;/, TO BE REMOVED FLEXIBLE AIR DUCT i CHANGE OF DUCT SIZE MANUAL YVD VOLUME DAMPER C f COMBINATION FIRE /SMOKE DAMPER APPROVED FIRE DAMPER OABD AUTOMATIC BK:KDRAFT WYPER (N) NEW I(E) EXISTING 'WM WATER WATER jamba juice STORE �KKX (5.0) SU7HENTER MALL 6&S�uth�ntcr#f%F67f1 Thkwila, WA Consultant Issues and Revisions No. Date 1 7-18-03 CONSTRUCTION TWJ CDH 2 8-20-03 HEALTH DEPT. TWJ CDH 3 9-30-03 LANDLORD /OWNER COMMENTS TWJ CDH Protect iiame SOJTHCEN1ER MALL Project slu ber Description Computer File iSCIImiadwg Scale 114' =1'-O' Template All edna4. . dr iwerk_ artanitnnirert. and plarm Iv r ant or repnrivenspd bt• dracrompt air airfield b+ and *up wow.% cm Dorm. i fir.., Ardrdrnrwrral >r_ Inc °and .rrm cmond "(Amid and dr v lkoprd Car war on avid tin corrrrrenorr vita * or poor ct !'NMllrrr CR *w 1 1is_ dewy. arramoraccesciLk (r plop 4411 be cried b► or drrrlri+ed b arr. pr*rnn Oro or ctrrpnral ost gar an► pommy w..aeorrw orrarOUt rr!' worm prirmaromon d OMPA 0 ' •1 • 1 DAEMS & MYERS ARCHITECTURAL ALLIANCE, INC. 301 WEST 5400 SOUTH 1200 SALT LAKE CITY, UTAH 84107 PH: (801) 263 -3457 / FAX: (801) 263 -3529 • STORE 000 Boulder Engineering, LLC 811 West Cedar Pocatello, Idaho 83201 (208) 478-4613 (208) 478-4617 (fax) email beng @bengllc.com Architect Registration issues By Check M1 - 'J MECHANICAL FLOOR PLAN EQUIPMENT SCHEDULE e 1 v LENNOX MODEL #LGAO48 GAS FIRED PACKAGED ROOF TOP UNIT. NOMINAL COOUNG CAPACITY: 4.0 TONS; 48,000 BTUH HEATING: 78,000 BTU, INTERMFTTANT SPARK IGNITION, SINGLE STAGE. VOLTAGE: 208/ 230 - 3-60; MCA: 30 AMPS; MOCP: 40 AMPS 1600 CFM SA. 0 0.60 E.S.P. 100 CFM OA MINIMUM SETTING. OPERATING WEIGHT: 740 LBS. PROVIDE WITH SENSIBLE CONTROLLED ECONOMIZER DAMPERS; DISCONNECT SWITCH; SEVICE OUTLET; POWER EXHAUST FAN. AVilli X " "UGHTSTAr MODEL TMD-AVU-RS AUTO - CHANGEOVER; 7-DAY PROGRAMMABLE, NIGHT SET BACK; 5-- DEGREE DEAD BAND; WITH INTERLOCK; THERMOSTAT FURNISHED AND INSTALLED BY G.C. SEE CONTROL WIRING DIAGRAM ON SHEET M2.0 NOTE: DO NOT LOCATE UNDER NIGHT UGHT FIXTURE AND ON WALLS IN CUSTOMER'S AREA. Ver '"LKHTSTAr DAD- REMOTE SENSOR MOI NT AT 60" AFF. r 3 MECHANICAL PLAN NOTES: O PLUMBING CONTRACTOR TO ROUTE 1" CONDENSATE PIPING TO NEAREST ROOF DRAIN OR AS REQUIRED PER <>PRO VIDE LANDLORD AND LOCAL CODE. DRY TYPE SPRINKLER HEADS IN WALK --INS AS €:: REQUIRED PER NFPA 13. NEW ROOF MOUNTED HVAC UNIT ON NEW CURB. CONFIRM EXACT LOCATION OF UNIT PRIOR TO INSTALLATION. NOTIFY ENGINEER IMMEDIATELY IF OBSTRUCTIONS PROHIBIT INSTALLATION. 0 120 V SERVICE TO BE LOCATED WITHIN 25 FEET OF AND ON THE SAME LEVEL AS THE ROOF MOUNTED EQUIPMENT FOR SERVICE AND MAINTENANCE. SEE ELECTRICAL FOR MORE INFORMATION. OUTSIDE AIR INTAKES FOR HVAC SYSTEM SHALL NOT BE LOCATED CLOSER THAN 10' FROM SANITARY VENTS, APPLIANCE VENTS, OR EXHAUST FAN DISCHARGE. GENERAL NOTES: SCHEDULE BALANCING WITH THE OWNER'S FIELD REPRESENTATIVE. PROVIDE A COPY OF THE CERTIFIED AIR BALANCE REPORT AND CERTIFIED OUTSIDE AIR REPORT TO THE OWNER PRIOR TO OCCUPANCY. 2. FLEXIBLE DUCT SHALL BE UNITED TO A MAX. LENGTH OF 6' -0" PER BRANCH RUNOUT. ELBOWS SHALL BE INSTALLED TO MAINTAIN A ONE AND ONE -HALF DIAMETER CENTERUNE RADIUS. 3. ALTER MEDIA SHALL BE UTIUZED TO PROTECT ALL RETURN OPENINGS DURING CONSTRUCTION. 4. A FREE AREA FOR MAINTENANCE ACCESS AROUND THE HVAC EQUIPMENT SHALL BE PROVIDED. MECHANICAL PLAN CONSTRUCTION NOTES REFER TO OWNER'S SPECIFICATIONS FOR MORE INFORMATION AND COORDINATION WITH OTHER TRADES. 1. IT IS REQUIRED THAT THE MECHANICAL CONTRACTOR MUST VISIT THE JOBSITE TO FAMILIARIZE HIMSELF WITH MAJOR ITEMS SUCH AS STRUCTURAL ELEMENTS, PLUMBING LOCATIONS AND ELECTRICAL RUNS. ADDITIONALLY, MECHANICAL CONTRACTOR SHALL VERIFY EXACT LOCATIONS AND DIMENSIONS OF SUCH ITEMS AS H.VAC. UNITS, DUCTWORK, ETC., PRIOR TO SUBMITTING HIS BID. NO ADDITIONAL COMPENSATION WILL BE MADE FOR ANY EXTRAS DUE TO CONTRACTOR'S FAILURE TO VISIT THE JOBSRE AND /OR PRE - DETERMINE ALL EXISTING CONDITIONS BEFORESUBMITTING HIS BID. ANY DISCREPANCIES SHALL BE IMMEDIATELY REPORTED TO THE OWNER'S FED REPRESENTATNE FOR RESOLUTION. 2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH ALL APPLICABLE GOVERNMENT AND LOCAL CODES AND LANDLORD'S REQUIREMENTS. 3. UNLESS OTHERWISE SPECIFIED, CONTRACTOR SHALL PROVIDE ALL EQUIPMENT, MATERIALS, LABOR AND SUPERVISION NECESSARY TO COMPLETE THE HEATING, VENTILATING AND AIR CONDITIONING WORK WHICH INCLUDES, BUT IS NOT LIMITED TO THE FOLLOWING: A. NEW AIR CONDITIONING UNIT (V -o1) SHALL BE FURNISHED BY JAMBA AND INSTALLED BY CONTRACTOR AS SCHEDULED ON THE DRAWINGS. B. C. REMOVE ALL D(ISTING DUCTWORK AND EQUIPMENT NOT TO BE RE -USED AND DISPOSE OF SAME OFF LANDLORD'S PISS. FURNISH AND INSTALL ALL NEW DUCTWORK INCLUDING GRILLES, DIFFUSERS MIND DAMPERS W4 ACCORDANCE WITH S.MAC.NA CURRENT STMDARDS AND THE LANDLORD'S REQUIREMENTS - (SHOWN ON PLANS AS SOUD LIES). 1) ALL MATERIAL SHALL BE NEW ANN) OF COMMERCIAL GRADE, AND BEAR UNDERWRITER'S AND UNION LABELS WHERE SUCH LABELING APPLIES. 2) ALL DUCTWORK SHALL BE FABRICATED FROM GALVANIZED SHEET METAL OR PRE - INSULATED ALUMINUM CORRUGATED FLEXIBLE DUCT 14 ACCORDN4CE WITH THE STANDARD OF MIERICAN SOCIETY, ORATION AND AIR CONDITIONING ENGINEERS NATIONAL ASSOCIATION, FOR LOW PRESSURE, LOW VELOCITY DUCTWORK OR AS PER LOCAL CODE. 3) BRINES FROM MAIN LOW VELOCITY TRIM( DUCTWORK SI•MLL BE FURNISHED WITH SPUTTERS, DAMPERS OR SIMUR BAIJMICNG DEVICES M ACCORDANCE WITH THE STANDARDS OF THE ASSOCIATED AIR BALANCING COUNCIL (EIRE DAMPERS SHOULD BE FRONDED AS REQUIRED BY ANDY APPLICABLE CODES AND /OR JURISDICTIONAL AL AUTHORMES). 4) ALL DUCTS FOR FINAL CONNECTION TO DIFFUSER SMALL BE CLASS 1 UL LISTED (SL 181) FL XU.E AIR DUCT NOT TO EXCEED 6'-0" IN LENGTH (THERW L L. GLASSFLEX OR APPROVED EQUAL). 5) SUPPLY AND RETURN DUCTWORK SHALL BE INSULATED WITH ONE (1) MACH THICK MINIM BLANKET INSULATION WITH VAPOR WIRER_ ACOUSTICAL LINER MAY BE FRONDED AS REQUIRED PER IFPA STANDARDS, LRL RECOUP/Mfg AND L RATED. (EQUAL TO MANVILLE FOERGLASS INSULATION) 4. ALL COMPONENTS AND EOUPIAD4T SHALL BE PROVDED WITH AN EASE OF SERVICE NC MIIINTEPOICE AS REQURED BY COOS MO THE LANDLORD. 5. FURNISH MD INSTALL 'THERMOSTAT AS WON ON THE PLAN AT A Mk of , T-mw OF 4 T A.F_F_ (rIERIFY LOCAL CODES). COORDINATE EXACT LOCATION WITH OWMIER'S REPRESENTATNE_ PROVIDE CONTROL IMINRIIIG MID CONTROLS AS WOWED. 6 _ CONTRACTOR StMILI PROVIDE MOWS FOR ALL EOIAP'1NENT NC DEVICES TO THE OMR FOR NIS RErEti AND/OR *mow PRIOR TO TIE PURCHOSE or Pr SUC?N EOUP EMF OR DEVICES. 7. CONTIWCICS SHILL Mini A/C us FLIER REPUCEIENT AFTER CONSTRUCTION IS COMPLETE. 8. INSTALLATION ACCEPTANCE AMY BE SIJBACT TO C0161t uCnO I REVIEW 8vr NMI M Nit wernomit row 9- UPON ComiTION OF Tit WO K. 111E CONTRICTOR WILL TEST. START -UP MID MINX 1►E STSTES) MD rIMOE NW NIOIUSI11on5 AS RIEGUIRED 10 MM61RE PRIMER TIORKING OAR SIMON A COPY OF Nit MUM REPTITT Mr AN OISSCE CERTIFIED Art eR/ 1E0t*Op I AO A c1Cr OF MEPRO0ualtf SET OF if " -eutr oils 10 1ME R AND 10M mina Tt1iE MOM. AND 1101PE PIECEDDI 10 Rot MEW WALK -IN COOLER COMPRESSOR MOTOR LOCATED DIRECTLY ABOVE ON ROOF (TYP) 24'x24" PERF. FACE RETURN AIR GRILLE, TITUS (PAR) LAY —IN BORDER TYPE -3 FOR T —BAR APPLICATION (TYP) WALK —IN COOLER COMPRESSOR MOTOR LOCATED DIRECTLY ABOVE ON ROOF (TYP) 24 "X24" PERF. FACE CEILING DIFFUSER, TITUS (PAS) LAY —IN BORDER TYPE -3 FOR T--BAR APPLICATION (TYP). MECHANICAL PLAN 1/4- v-o- • North • A R A 1:E1 E.F. ODD A.P. NEW 24"X24", 4 —WAY PERFORATED FACE CEILING DIFFUSER FOR T —BAR APPLICATION EXISTING CEILING DIFFUSER NEW 24X24" PERFORATED FACE RETURN AIR GRILLE FOR T —BAR APPLICATION EXISTING RETURN AIR GRILLE ACCESS PANEL EXHAUST FAN tlf 'THERMOSTAT REMOTE THERMOSTAT SENSOR DUCT SMOKE DETECTOR PORT OF CONNECTION UNDERCUT DOOR OPPOSED BUNN DIAPER SYMBOL LEGEND �---� AFD NEW DUCTWORK EXISTING DUCTWORK TO REMAIN EXISTING DUCTWORK ;/, TO BE REMOVED FLEXIBLE AIR DUCT i CHANGE OF DUCT SIZE MANUAL YVD VOLUME DAMPER C f COMBINATION FIRE /SMOKE DAMPER APPROVED FIRE DAMPER OABD AUTOMATIC BK:KDRAFT WYPER (N) NEW I(E) EXISTING 'WM WATER WATER jamba juice STORE �KKX (5.0) SU7HENTER MALL 6&S�uth�ntcr#f%F67f1 Thkwila, WA Consultant Issues and Revisions No. Date 1 7-18-03 CONSTRUCTION TWJ CDH 2 8-20-03 HEALTH DEPT. TWJ CDH 3 9-30-03 LANDLORD /OWNER COMMENTS TWJ CDH Protect iiame SOJTHCEN1ER MALL Project slu ber Description Computer File iSCIImiadwg Scale 114' =1'-O' Template All edna4. . dr iwerk_ artanitnnirert. and plarm Iv r ant or repnrivenspd bt• dracrompt air airfield b+ and *up wow.% cm Dorm. i fir.., Ardrdrnrwrral >r_ Inc °and .rrm cmond "(Amid and dr v lkoprd Car war on avid tin corrrrrenorr vita * or poor ct !'NMllrrr CR *w 1 1is_ dewy. arramoraccesciLk (r plop 4411 be cried b► or drrrlri+ed b arr. pr*rnn Oro or ctrrpnral ost gar an► pommy w..aeorrw orrarOUt rr!' worm prirmaromon d OMPA 0 ' •1 • 1 DAEMS & MYERS ARCHITECTURAL ALLIANCE, INC. 301 WEST 5400 SOUTH 1200 SALT LAKE CITY, UTAH 84107 PH: (801) 263 -3457 / FAX: (801) 263 -3529 • STORE 000 Boulder Engineering, LLC 811 West Cedar Pocatello, Idaho 83201 (208) 478-4613 (208) 478-4617 (fax) email beng @bengllc.com Architect Registration issues By Check M1 - 'J MECHANICAL FLOOR PLAN • GENERAL NOTES 1. GENERAL CONTRACTOR: k FURNISH ROOF BASES TO AIR CONDITIONING UNITS, CUTTING AND PATCHING 2. ELECTRICAL CONTRACTOR: 3. PLUMBING CONTRACTOR: A. DUCTWORK: B. INSULATION: 1 (E) 0 0 0 0 NOTES: 1. SET THERMOSTAT AS FOLLOWS - 75F COOLING - 70'F HEATING 3. DO NOT INSTALL NEAR NIGHT LIGHT. 2- SOUND LINE (SL) AND EXPOSED TO WEATHER DUCTWORK: 1 1/2" THICK 1.5 TO 3 LB /CU.FT DUCT LINER. 5_ THE TOTAL INSTALLATION SHALL COMPLY WITH ANY AND ALL REQUIREMENTS OF THE LEGALLY CONSTITUTED AUTHORITIES HAVING JURISDICTION INCLUDING THE CITY CODES. STATE FIRE MARSHALL AND NFPA PAMPHLET 90 (LATEST ENFORCED EDITION). IN CASE OF CONFLICTS MRTH IN CODES. DRAWINGS OR SPECIFICATIONS THE MOST STW NGENT REQUIREMENT SHALL PREVAIL. 208/230V -3 -60 T DISC. PACKAGED ROOFTOP o • o 0 0 0 AUTO- CHANGEOVER THERMOSTAT "LIGHTSTAT" MODEL I TMD -AVU 2. LABEL SHALL BE PLACED BELOW T -STATS SHOWING T -STAT SETTINGS. LABEL SHALL BE CONSTRUCTED OF BLACK BAKELITE w/ WHITE CENTER ENGRAVED LETTERS 3/16 ' HIGH. 4. INSTALL IN VICINITY OF MANAGER'S DESK. A. PROVIDE AND INSTALL TRAPPED CONDENSATE LINES TO APPROVED RECEPTACLES, FINAL CONNECTION TO AIR CONDITIONING UNITS. 4. AIR CONDRIONING: 0 0 A. FURNISH AND INSTALL CONDUITS, LINE AND LOW VOLTAGE WIRING, FINAL CONNECTION TO AIR CONDITIONING UNITS AND ALL ITEMS NOTED ON THE DRAWINGS AS BY ELECTRICIAN. ALL WIRING SHALL CONFORM TO LOCAL CODES. A. ALL MATERIALS SHALL COMPLY WITH GOVERNMENT CODES, SAFETY ORDERS AND REGULATIONS. OBTAIN AND PAY FOR ALL NECESSARY PERMITS, FEES AND INSPECTION REQUIRED BY THE GOVERNMENT AUTHORITIES. 1. ALL DUCTWORK SHALL BE CONSTRUCTED CONFORMING TO SMACNA CURRENT STANDARDS AND TO GOVERNING CODES. ALL SEAMS OF SUPPLY AIR PLENUMS, RETURN AIR PLENUMS, SUPPLY AND RETURN DUCTWORK SHALL BE TAPED WITH 4' WIDE, 20 OZ. WEIGHT CANVAS WITH ARABOL LAGGING COMPOUND_ 11. 12 1 _ CONCEALED DUCTWORK: SUPPLY AND RETURN DUCTS SHALL BE 13_ INSULATED WITH 1" THICK AND 3/4 LB_ DENSITY FIBERGLASS BLANKET RTU WIRING DIAGRAMS 7. THE DRAWINGS ARE ESSENTIALLY DIAGRAMMATIC TO THE EXTENT THAT DUCTS. ALL OFFSETS, BENDS, SPECIAL FITTINGS AND LOCATIONS ARE NOT EXACTLY LOCATED AND ARE NOT BE SCALED. 8. THE CONTRACTOR SHALL COMPLY WITH ALL CONTRACT DOCUMENTS IN LAYING OUT HIS WORK AND EQUIPMENT AND HE SHALL BE FAMILIAR WITH ALL ARCHITECTURAL, PLUMBING, FIRE SPRINKLER AND ELECTRICAL DRAWINGS. HE SHALL COORDINATE THE WORK OF THIS SECTION WITH THE WORK OF OTHER TRADES AND ALL THE JOB SITE CONDITIONS. 9. THE INSTALLATION OF DAMPERS, DUCT ACCESS DOORS OR OTHER INDICATED EQUIPMENT OR SPECIALTIES REQUIRING READING. ADJUSTMENT, INSPECTION REMOVAL OR REPLACEMENT SHALL BE ACCESSIBLE AND CONVENIENTLY LOCATED WITH REFERENCE TO THE TO THE FINISHED BUILDING. (COORDINATE WITH ARCHITECT). 10. INSTALL FIRE DAMPERS IN DUCTS PASSING THROUGH FIRE WALLS, AND FIRE RATED CEILINGS. ENTIRE INSTALLATION MUST BE USTED APPROVED BY THE STATE OF FIRE MARSHAL'S OFFICE. 14. FURNISH A WRITTEN GUARANTEE FOR THE PERIOD OF ONE (1) YEAR FROM THE DATE OF ACCEPTANCE OF WORK BY OWNER TO THE OWNER AND ARCHITECT, 15. 6. WITHIN THIRTY (30) DAYS OF AWARD OF THE CONTRACT. stigma TO 17_ THE DINNER. SIX (6) COPES OF A COMPLETE LIST OF MATERIALS ANO EQUIPMENT PROPOSED FOR THE J08 NCLUOI4G ALL pink PART NUMBER. RATING CAPACITY, SuZE, DIMENSIONS„ ELECTRICAL WA, 1Q GRADE. PART NUMBER. MANUFACTURER. CTURER. ETC_ FOR ALL ITEMS SHOwN ON THE mECHANICAL PLANS ALONG WITH SHOP INCOMPLETE SLI1'TALS SWILL BE REJECTED /MID RETURNED TO THE CONTRACTOR FOR commons rwrtr+ODT Remo_ NO WORK SHALL BE STARTED tJI4TL SWOP MAPPINGS ARE APPROVED. 0 0 0 0 NOT TO SCALE LEGEND ITEMS FURNISHED AND INSTALLED BY ELECTRICAL CONTRACTOR. (INCLUDING ALL LINE AND LOW VOLTAGE HARING AND CONDUIT) (ME) ITEMS FURNISHED AND INSTALLED BY MECHANICAL CONTRACTOR, WIRED BY ELECTRICAL CONTRACTOR. (INCLUDING ALL LINE AND LOW VOLTAGE WIRING AND CONDUIT) IT IS THE MECHANICAL CONTRACTOR'S RESPONSIBILITY IS TO INVESTIGATE THE AVAILABLE VOLTAGE PRIOR TO PURCHASING THE EQUIPMENT. SHOULD THE VOLTAGE NOTED IN PLANS NOT BE AVAILABLE AT THE SITE. IT IS THE MECHANICAL CONTRACTORS RESPONSIBILITY TO PAY FOR ALL THE EXPENSES TO PROVIDE REQUIRED TRANSFORMERS TO OPERATE THE HVAC UNIT AT NO COST TO THE OWNER OR MECHANICAL CONSULTANT. FRESH NR INTAKES FOR HVAC UNIT SHALL BE MINIMUM 10' AWAY FROM EXHAUST OUTLETS_ DUCT SIZES NOTED ON PLANS ARE NET, CLEAR INSIDE DIMENSIONS_ THE CONTRACTOR SHALL INSTRUCT OWNER OR HIS AGENT IN All DETAILS OF THE OPERATION OF THE NR COP T10MNG SYSTEMS. PROVIDE FOUR (4) COPES N HARDCOVER THREE RING BINDERS CONTAINING COMPLETE YANr.JFACTUREWS NSTRUCT1oNS, NcE AND PARTS LISTS ON AU. EQUIPMENT INICLUOI4G CONTROLS TO 011WER OR HIS AGENT_ PROM( JAWA JUICE WITH TWO (2) SETS OF AS-BUILT RECORD ORA INIGS. FT IS A PREREQUISITE OF THIS PROJECT THAT ALL RESPONSIVE BOOMS RILL VISIT SITE PRIOR TO BOOM THINS JOB AND FAMILIARIZE THEMSELVES WITH ACTI,IAL. JO$ SITE SUBMITTAL OF BID SHALL INDICATE THE coNTRACTOR MAS EXAMINED THE SITE AND DRAWINGS AYE HAS NCLt10ED THIS. AS REQUIRED w FNS BID. NO ALLORANCE SMALL OE WIDE FOR IMO ERROR RESULTING FROM C FAILURE 10 VI T THE JOB SITE AND TO REbEW DRAWINGS. BID SMALL INC'LU E 00575 FOR *j AT Irk COST 10 J Ielt • FIBERGLASS INSULATION (FURNISHED) LEVEUNG OF FRAME BY OTHERS ROOF NEW ROOF MOUNTING FRAME DUCT THRU ROOF NOT TO SCALE CURB MOUNTED A/C UNIT 19. COORDINATE EXACT LOCATION OF DUCTWORK, AIR INTAKES AND APPURTENANCES WITH OTHER TRADES BEFORE FABRICATION AND INSTALLATION. DO NOT SCALE THE DRAWINGS FOR LOCATION OF EQUIPMENT AND DUCTWORK. THESE DRAWINGS ARE FOR PLAN CHECK PURPOSES ONLY. SHOP DRAWINGS (i.e., DETAILED LAYOUTS COORDINATED WITH ALL OTHER BUILDING SERVICES; STRUCTURAL, ELECTRICAL CONTRACTOR. FIRE SPRINKLER CONTRACTOR AND PLUMBING CONTRACTOR REQUIREMENTS MADE IN THE FIELD WHICH REFLECT ACTUAL SITE CONDITIONS) NEED TO BE PROVIDED TO THE ARCHITECT /OWNER BEFORE INSTALLATION. USE DIMENSIONED STRUCTURAL AND ARCHITECTURAL DRAWINGS FOR COORDINATION PURPOSES. COORDINATE EXACT LOCATIONS WITH RELATED TRADES BEFORE BEGINNING WORK. 20. DUCT SMOKE DETECTORS SHALL BE FURNISHED AND WIRED BY MECHANICAL CONTRACTOR AND SHALL BE INSTALLED BY MECHANICAL CONTRACTOR IN R.A. DUCTS OF UNITS WITH CAPACITY OF 2,000 CFM AND OVER. PER LOCAL CODE. TO SHUT DOWN THE UNITS IN THE EVENT SMOKE IS DETECTED. CONTRACTOR SHALL PROVIDE A REMOTE TEST / INDICATOR FOR EACH DETECTOR MOUNTED ON CEILING IN THE SALES AREA BELOW UNIT. 21. PROVIDE MISCELLANEOUS STEEL AND /OR WOOD BLOCKING FIRE TREATED AND SUPPORT AT ROOF CURBS AND OPENINGS AS REQUIRED TO SUPPORT ROOF AND EQUIPMENT. SPECIFIC REQUIREMENTS SHALL BE VERIFIED WITH ARCHITECT AND APPROVED EQUIPMENT DRAWINGS PRIOR TO PLACEMENT. 22 CONSTRUCTION DUST AND DEBRIS SHALL BE REMOVED FROM ALL SUPPLY DIFFUSERS AND RETURN GRILLES AND SHALL BE VACUUMED FROM DUCTS AND DUCT LINER BEFORE START L'P. 23. MECHANICAL. CONTRACTOR MUST OBTAIN AND PAY FOR ALL PERMITS AND APPROVALS NORMALLY ASSOCIATED WITH INSPECTION OF WORK UNDER THIS SECTION_ 24. IF REQUIRED BY LOCAL CODES. ALL EQUIPMENT AND DUCTWORK SHALL BE PROVIDED WITH SEISMIC RESTRAINT AS PER SMACNA (91 ED.). 25. ACCESS PANELS MUST BE PROVIDED FOR ALL LANDLORD OR TENANT EQUIPMENT WHICH IS ABOVE THE CEILING IN HARD CEILING AREAS. ACCESS PANELS MUST BE PAINTED TO MATCH ADJACENT CEILING FINISHES. 26. 1HVAC CONTRACTORS REQUIRED TO anima FILTERS. PREPARE TEST AND BALANCE REPORT_ 4ONITRACTOR WILL NOT BE PAID UNTIL JAAIBA JUICE DEEMS AIR CONDITIONING SYSTEM 15 SUITABLE AND CORRECT FROM m OUTSIDE HVAC CONSULTANT_ 27. DUCT CONNECTIONS TO BE WRAPPED WITH LISTED L& 181 TAPE IN ACCORDANCE WITH THE FOILOwING: AL ATTACH THE OM ER CORE TO THE COLLAR WITH AT LEAST TWO W'RAP'S OF APPROVED DUCT TAPE AND SECURE owns AN APPROVED CLAMP_ a PULL JACKET AND NSUATION BACK OVER THE CORE AND USE TIRO MAPS OF APPROVED TAPE OR AN APPROVED CLAMP. n. DUCTWORK INSULATION 0 ROOF CURB INSTALLATION AL F tJRNWSM Are INSTALL inuummcom PRODUCTS N ACCORDANCE IN H M ANUFACT(JRER`S WIRITTIEN INSTRUMMek AND N ACCORDANCE WIT' RECOGNIZED INICUSTIRY PRIACITCES. INSALATION MUST COMPLY NTH NFIP A 90A NEOPRENE GASKET MICROMETAL WS- 9403 -02 6" WIDE, 16 GA., SEISMIC STRAP SECURED TO UNIT & CURB (MIN. 4 PER UNIT OR AS RECOMMENDED BY MICROMETAL (4) #10 X 1/2" TEK SCREWS FOR EACH SEISMIC STRAP. WOOD NAILER (FURNISHED) COUNTER FLASHING BY OTHERS RIGID INSULATION BY OTHERS 3/8" X 4" LAG SCREW AT EACH CORNER OF UNIT CANT STRIP BY OTHERS ROOFING ROOF JOIST OR BLOCKING. PROVIDE 4X6 BLOCKING AS REQUIRED BETWEEN ROOF JOISTS WITH SIMPSON HUS46 HANGERS. B. DUCTWORK SIZES SHOWN ON DRAWINGS ARE INSIDE CLEAR DIMENSIONS. INCREASE DUCTWORK SIZES AS REQUIRED FOR INTERNALLY UNED DUCTWORK TO MAINTAIN INSIDE CLEAR DIMENSIONS. C. ALL SUPPLY AND RETURN DUCTWORK WITHIN 15 FEET OF THE AC UNIT INSIDE THE BUILDING SHALL BE INTERNALLY LINED. INTERNAL LINING SHALL BE 1 -INCH THICK. 1-1/2 LB DENSITY LINER. LINER SHALL HAVE A COATED SURFACE EXPOSED TO AIRSTREAM TO PREVENT EROSION. APPLY ADHESIVES AND MECHANICAL FASTENERS AS RECOMMENDED BY SMACNA AND THE MANUFACTURER TO PREVENT LINER SEPARATION FROM THE DUCT. ALL TRANSVERSE EDGES SHALL BE COATED WITH ADHESIVE. D. INSULATE ALL OF THE FOLLOWING DUCTWORK: 1_ CONCEALED SUPPLY DUCTWORK THAT IS NOT INTERNALLY LINED 2- UNTREATED OUTSIDE MR DUCTWORK LOCATED WITHIN THE INTERIOR 3 - EXTERIOR SUPPLY & RETURN DUCTWORK E. EXTERNAL. INSULATION SHALL BE REINFORCED FOIL FACED. VAPOR SEALED FIBREGLASS. INSTALLED THERMAL RESISTANCE (DEG F -SQ FT -HR /BTU) SHALL BE AT LEAST 4.5 (1 1/2") FOR INTERIOR DUCTWORK AND 9.0 (3") FOR EXTERIOR DUCTWORK, OR AS REQUIRED BY LOCAL CODES, WHICHEVER IS MORE STRINGENT. PROVIDE EXTERIOR DUCTWORK INSULATION WITH WEATHERPROOF JACKETING. F_ COVER INSULATION MATH 'FSK' JACKET. COVER NTH AN ADDITIONAL JACKET OF GLASS CLOTH. EMBEDDED IN A THICK COAT OF EQUAL TO BENJAMIN FOSTER 30-35. APPLY ANOTHER COAT OF CEMENT OVER THE GLASS CLOTH_ G ALL INSULATION AND LINING SHALL HAVE A FLAME SPREAD RATING OF NOT MORE THAN 25 AND A SMOKE DEVELOPED RATING OF NO HIGHER THAT 50 WHEN TESTED IN ACCORDANCE WITH ASTI C 411. OR AS REQUIRED BY LOCAL CODES_ 14. DUCTWORK EXPOSED TO THE WEATHER SHALL BE MADE WATERPROOF BY SEALING ALL SEAMS MATH HARDCAST TAPE, APPLIED ACCORDING TO MANUFACTURER'S RECOMMENDATIONS. AS ADOITIONAL WEATHER PROTECTION, APPLY ONE COAT OF ALUTAIVUMI PAINT TO ALL OF THE TAPE_ L N$ULATUON OVER ANGLES AND STANDING SEARS SHALL BE MN OF 1 RICH THICK_ WHERE ANGLES AND STANDING SEAMS PROJECT FROM DUCTS. TWIGS OF I dSULATMON AT LEAST 4 NC:pES PRIDE SFIALL BE INSTALLED TO PROVIDE ADEQUATE • ACCESS PANELS me DOORS OF SURFACES SPECw ED TO BE INSULATED SHALL BE INSULATED ALSO UNLESS NOTED OTHERNr.SE_ SHEET mum, COVERS SHALL BE INSTALLED OVER EDGES OF INSULATION AT ACCESS PANELS OR DOORS. BOTH ON THE PALLS OR ODOR'S AND ON ADJACENT SURFACES. STORE «xx;' (50) SOUTHCEN7ER MALL 680 Southcenter #F670 TUkWiJa,WA51 Consultant DAEMS & MYERS ARCHITECTURAL ALLIANCE, INC. 301 WEST 5400 SOUTH 1200 SALT LAKE CITY, UTAH 84107 PH: (801) 263 -3457 / FAX: (801) 263 -3529 Consultant Registration I cones 1 /01/04 Issues and Revisions No. Date jamba juice 0 • Boulder Engineering, LLC 811 West Cedar Pocatello, Idaho 83201 (208) 478 -4613 (208) 478 -4617 (fax) email beng@benglIc.com Issues By Check 1 7 -18 -03 CONSTRUCTION TWJ CDH 2 8 -20 -03 HEALTH DEPT. TWJ CDH 3 9 -30 -03 LANDLORD /OWNER COMMENTS TWJ CDH Protect Name SOU1HCfi1ER WALL Protect 'Number Description STORE , 000 Computer File ffiCii r204.g Su* AS NOTED Template odPam. &work a ra prourra% and gi rr, ir icarQ ar rrrprmeni d b. *Ara drawing ar owned tw and *w crown to D1w a move al err Mrrr °and .em award waked and dirvellaprd Aar ewer con and In corawcoare wr, *e 4goirgiod prawn_ None at va h dm& &wok arravo rwrrri t4 Cr Oat 410 br Ord bs a diraribied kn aw pervert *oft at carpe' ~ w MA r pliptir rs wake* *w' .r iern pRwI1101401e ar OM b Q .r. 9 + MAZO 17: e?E n'( ` GENERAL Notes / sPEacC►nas 1 l4. Architect Registration r. 4 4 ! �1 ELECTRICAL DRAWING INDEX DRAWING NO. DRAWING TITLE E 1.0 POWER AND SYSTEMS PLAN E1.1 ENLARGED SERVICE AREA POWER PLAN E2.0 LIGHTING PLAN E3.1 ELECTRICAL DETAILS E3.2 ELECTRICAL PANEL SCHEDULES E3.3 ELECTRICAL SCHEMATICS E4.0 ELECTRICAL SPECIFICATIONS V 1 KEYED NOTES FOR POWER PLAN NEW PANEL A — 120/208V, 3 0 , RECESSED) MAINTAIN 36" CLEAR M EXISTING PANEL 8 — 120/208V, 3 RECESSED) MAINTAIN 36" CLEAR M SEE SHEET E3.2 FOR PANEL AND RISER DIAGRAMS. (PANEL TO BE INIMUM. 0 , SEE SHEET E3.2 FOR PANEL AND RISER DIAGRAMS. (PANEL TO BE INIMUM. O 3 ELECTRIC WATER HEATER. PROVIDE 60 AMP 30 DISCONNECT FUSED 60 AMPS. CONFIRM LOCATION WITH EQUIPMENT SUPPLIER. 4O APPROXIMATE LOCATION OF DUCT SMOKE DEFECTOR, PROVIDE 120V POWER FROM ELECTRICAL PANEL. SPOKE DETECTOR AND CONNECTION BY OTHERS. 2 GANG J. BOX UNDER MANAGER'S DESK AT 18" A.F.F. TELEPHONE OUTLET UNDER DESK AT 15" A.F.F. SEE TELEPHONE SCHEMATIC FOR DETAILS. WP —GFI RECEPTACLE ON ROOF. IF NOT EXISTING, PROVIDE AND MOUNT IN WEATHERPROOF BOX. COORDINATE WITH MC. 4C> ELECTRICAL CONTRACTOR SHALL SUPPLY POWER, INTERCONNECTING SERVICES AND ALL FINAL CONNECTIONS TO WALK —IN /REACH —IN REFRIGERATION, COMPRESSORS, CONDENSERS, EVAPORATORS SOLENOID VALVES & SWITCHES REQUIRED FOR A COMPLETE OPERATING SYSTEM. FURNISH AND INSTALL A DISCONNECT SWITCH FOR EACH COMPRESSOR. WALK —IN REFRIGERATOR UGHTS SHALL BE FURNISHED WITH WALK —IN BOXES AND INSTALLED & FULLY CONNECTED BY THE ELECTRICAL CONTRACTOR. INSTALL EXPOSED CONDUIT INSIDE THE WALK —IN COMPARTMENT IN AN ACCEPTABLE MANNER. "SEALTITE" TYPE FLEXIBLE CONDUIT SHALL BE USED FOR ALL FLEXIBLE CONDUITS. JUNCTION BOXES FOR EQUIPMENT REQUIRING FLEXIBLE CONDUIT SHOULD BE MOUNTED ON SCHEDULE 40 PVC RIGID CONDUIT AT ELEVATIONS WHICH WILL UMIT THE TOTAL LENGTH OF THE FLEXIBLE CONDUIT TO 24" OVERALL SEAL ALL CONDUIT ENTERING / LEAVING FREEZER AND REFRIGERATOR PER NEC 300 -7. FOR MORE DETAILED POWER REQUIREMENTS OF WALK —IN REFRIGERATOR AND WALK —IN FREEZER, SEE DETAILS ON SHEET E3.1. 0 DUPLEX RECEPTACLE FOR COMPRESSOR: THOMAS #5Z406. MOUNT COMPRESSOR ON SLEEPERS ABOVE. COORDINATE REQUIREMENTS WITH ARCHITECTURAL PLANS. <> DUPLEX RECEPTACLE FOR GLYCOL CHILLER: BANNER #60823, 1 /2 HP. MOUNT CHILLER ON SLEEPERS ABOVE. COORDINATE REQUIREMENTS WITH ARCHITECTURAL PLANS. <> FOR SOUND SYSTEM. OUTLET IS MOUNTED AT 72" A.F.F. AT DESK SHELVES. 40 CABLE TERMINAL FOR TIME CLOCK. SEE P.O.S. DETAIL ON SHEET "E -3.3 ", TIMECLOCK IS MOUNTED AT 40 " -44" PER ARCH. ELEVATIONS. MUD RING WITH CABLE FROM P.O.S. SYSTEM SHALL EMERGE FROM WALL AT SAME HEIGHT AS TIMECLOCK AT THE LOCATION INDICATED ON THE ARCH. ELEVATIONS (LE. IMMEDIATELY BEHIND WHERE THE TIMECLOCK WILL BE MOUNTED). 0 FURNISH A COMPLETE AND OPERATING BUZZER SYSTEM. INCLUDING BUT NOT METED TO THE NECESSARY WIRING AND THE FOLLOWING. EDWARD #1786 —B PUSH — BUTTON MOUNTED INSIDE THE SIDE WALL OF THE SHELF SPACE IN CABINET BELOW THE CASH DRAWER. (BY VENDOR. WIRED TO FACE OF P.O.S. CABINET. NUTONE D -110NB BULLLR MOUNTED UNDER STANDARD SWITCH PLATE AT 7' -0" IN MANAGER'S OFFICE. EDWARD #852 WEATHERPROOF PUSH — BUTTON IN A WEATHERPROOF BOX MOUNTED ON THE OUTSIDE WALL NEXT TO THE BACK DOOR. NUTONE #101T OR 1515T TRANSFORMER MOUNTED AT 7' -0" IN MANAGER'S OFFICE. CONNECT 120V TERMINALS TO TELEPHONE BACKBOARD RECEPTACLE CIRCUIT. SEE SHEET E -3.1 FOR DETAIL 4<> A SOUND SYSILM WILL BE SUPPLIED AND INSTALLED BY VENDOR. CONTACT VENDOR PRIOR TO CONSTRUCTION TO COORDINATE FOR SOUND SYSTEM INSTALLATION. SEE SHEET E3.1 FOR DETAIL 0 TWO DUPLEX RECEPTACLES FOR POINT OF SALE COMPUTER. ROOFTOP UNIT ON ROOF. CONFIRM LOCATION WRH MC. • O m • ot• FOR ALARM SYSTEM IN ACCESSIBLE CEIUNG ABOVE MANAGER'S DESK. MOUNT RECEPTACLE AT 15" A.F.F. SECURITY WIRING AND INSTALLATION PROVIDED BY VENDOR. SENSOR MY MC. COORDINATE WITH MC. EC SILL PROVIDE CONDUIT AND CONDUCTORS FROM SENSOR TO THERMOSTAT. 8 EXISTING RECPTACLES IN COOLER AND FREEZER AREAS ARE TO BE REMOVED. 60 AMP FUSED DISCONNECT ON ROOF AT ROOFTOP UNIT. FUSED TO MATCH UNIT. i 1 B MANAGER'S DESK ELEVATION COUNG FLOOR E 1 SEE ARCHITECTURAL A3 SERIES � � FOR COMPLETE EQUIPMENT SCHEDULE I. 1 103 1 BACK AREA (318+412+10M; A- 28,30,32,34 __t . rt u 1 02 1 SERVICE a 0 North t . - s I rte ier RIME. =MEI 101 1 DOOR HEATER HEAD vExr a) N.G. TELP ALAMO CUSTOMER GENERAL NOTES FOR COLD STORAGE ROOMS 1. ITEMS B THRU F ARE FURNISHED WITH THE COLD STORAGE ROOMS. 2_ ITEMS C. D, E ARE FACTORY WIRED TO EXTERNAL SPLICE BOX. FINAL CONNECTION BY E.C. 3. CONDUIT RUNS ON INTERIOR CEIUNGS AND WELLS WILL NOT BE PERMITTED_ 4. ALL EXTERIOR FITTINGS TO BE SEALED TO PREVENT CONDENSATION_ 5. COORDINATE ALL UTILITY PENETRATIONS INTO COLD ROOMS WITH REFRIGERATION CONTRACTOR_ VAPOR PROOF LIGHT. INSTALLED BY E.C. LIGHT SWITCH ASSEMBLY: " J FACTORY WIRED TO EXT. SPLICE 80X. FINAL AND INTERCONNECTING WIRING BY E.C. GENERAL NOTES 1. ALL EQUIPMENT SHALL BE U.L. LISTED. 2. ALL ELECTRICAL EQUIPMENT EXPOSED TO THE WEATHER SHOULD BE LISTED FOR EXTERIOR USE. 3. ALL RECEPTACLES OUTLETS SHOULD BE INSTALLED NOT LESS THAN 15 INCHES ABOVE THE FLOOR, AND NO MORE THAN. 44 INCHES ABOVE THE FLOOR. 4. THE CENTER OF SWITCHES SHOULD BE LOCATED NOT LESS THAN 36" OR MORE THAN 44" ABOVE THE FLOOR. 5. THERMOSTAT CONTROLS SHOULD BE LOCATED NOT LESS THAN 36" OR MORE THAN 48" ABOVE THE FLOOR, SENSOR AT 60 ". 6. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO THE BLDG STRUCTURE OR BUILDING UTILITIES CAUSED BY ANY SLAB PENETRATIONS. IT IS RECOMMENDED THE FLOOR BE X—RAYED PRIOR TO ANY SLAB PENETRATIONS. WIRING SCHEMATIC FOR COLD STORAGE ROOM NO SCALE •�a •it&a•1 ' @Te,., MIN B- 24.26,28 jamba juice STORE #�X (50) SOUTHCENTER MALL 6&S�uthcenter #F7O TUkWi1a,WA1 DAEMS & MYERS ARCHITECTURAL ALLIANCE, INC. 301 WEST 5400 SOUTH #200 SALT LAKE CITY, UTAH 84107 PH: (801) 263 -3457 / FAX: (801) 263 -3529 Consultant Consultant Registration I EXPIRES ,/0,/04 Issues and Revisions No. Date Protect 'lumber Tern** 0 1 •I Issues 1 7 -18 -03 CONSTRUCTION TWJ CDH 2 8 -20 -03 HEALTH DEPT. TWJ CDH 3 9-30-03 LANDLORD /OWNER COMMENTS TWJ CDH VI = Protect Name SOUTH( J41ER MALL Compute fik �Ye1Qd�g Stale 1Prat L �. -• Boulder Engineering, LLC 811 West Cedar Pocatello, Idaho 83201 (208) 478-4613 (208) 478 -4617 (fax) email beng @bengllc_com E1.0 a. Architect Registration By Check STORE # 000 Description POUR DISTRIBUDON RAN A11 odimork *%l 1%L arargronertyi. . and OINK maw or repreironseit bow Mies drawing we ~KS b► and tor properV or Darwin i Archortiaral glamocip _ Ivor Oa+d r wr ed. evol and dew+loPrd ear on old on carwarreson ,.'n w .forrated opt him.. of swig wdr+a, drps, arrangasornIN a p1arK 441 dr amid tiro v dr tb awe prrroa uirrw o coranraninn for aas imelhorlr tl~r wr1111rw prrotwamor or MIKA (� err 1 1 8 m 16 0 m m m 0 0 0 m • 0 0 0 0 m KEYED NOTES FOR POWER PLAN BUMP BAR MONITOR OUTLET HEIGHT 18" A.F.F. IN LOW WALL (BY VENDOR). THE TOP OF THE WATER FILTER IS AT 112" A.F.F. SENSOR SHOULD BE MOUNTED IMMEDIATELY ABOVE UNIT (115" A.F.F.) TELEPHONE BACKBOARD WITH APPROVED GROUNDING MEANS NEAR MANAGERS DESK (IF PERMITTED BY LOCAL CODES). SEE DETAIL ON SHEET E3.3 FOR REQUIREMENTS. MOUNTED ON TELEPHONE BACKBOARD FOR TELEPHONE & ALARM SYSTEM'S POWER. SEE SHEET E1.0 FOR CONTINUATION OF CIRCUIT. NOTE NOT USED. 2 GANG J. BOX UNDER MANAGER'S DESK AT 18" A.F.F. 1 C TO 2 GANG J —BOX —RJ45 OUTLET ON SIDE OF CABINET (WALL SIDE) BY VENDOR. SEE POS DETAIL ON SHEET E3.3 FOR P.O.S. CONNECTION REQUIREMENTS. <> RUN 3/4' C WITH ISOLATED GROUND TO THE ELECTRICAL PANEL THE ISOLATED GROUND CONDUCTOR SHALL CONTINUE FROM OUTLETS TO THE ELECTRICAL PANEL AND SHALL NOT BE CONNECTED TO ANY OTHER BOX OR CONDUIT. IT SHALL BE TERMINATED ONLY AT THE EQUIPMENT ISOLATED GROUNDING BUS BAR IN THE ELECTRICAL PANEL OUTLETS SHALL BE OF ISOLATED GROUND TYPE. TELEPHONE OUTLET UNDER DESK AT 15' A.F.F. SEE TELEPHONE SCHEMATIC FOR DETAILS. THERMOSTAT FOR AC UNIT . WIRING BY ELECTRICAL CONTRACTOR, THERMOSTAT AND CONNECTIONS BY G.C. (STACK THERMOSTATS). FIELD VERIFY AND COORDINATE. MOUNT RECEPTACLE AT 15" A.F.F. FOR SOUND SYSTEM. OUTLET IS MOUNTED AT 72" A.F.F. AT DESK SHELVES. FOR VIDEO DISPLAY UNIT. VERIFY HEIGHT AND EXACT LOCATION. (2) (RECESSED SINGLE GANGS) RJ45 ETHERNET DATA JACK. (2) 3/4' C W/ 2 CAT5 CABLES EACH TO HUB AT MGR'S DESK. TWO DUPLEX RECEPTACLES FOR POINT OF SALE COMPUTER. TERMINAL 1. TERMINAL 2. FURNISH A COMPLETE AND OPERATING BUZZER SYSTEM. INCLUDING BUT NOT LIMITED TO THE NECESSARY WIRING AND THE FOLLOWING. EDWARD 11786 —B PUSH — BUTTON MOUNTED INSIDE THE SIDE WALL OF THE SHELF SPACE IN CABINET BELOW THE CASH DRAWER. (BY VENDOR, WIRED TO FACE OF P.O.S. CABINET. NUTONE JCD -110N8 BUZZER MOUNTED UNDER STANDARD SWITCH PLATE AT 7' -0 IN MANAGER'S OFFICE. EDWARD 1852 WEATHERPROOF PUSH — BUTTON IN A WEATHERPROOF BOX MOUNTED ON THE OUTSIDE WALL NEXT TO THE BACK DOOR. NUTONE #101T OR /515T TRANSFORMER MOUNTED AT 7'-0' IN MANAGER'S OFFICE. CONNECT 120V TERMINALS TO TELEPHONE BACKBOARD RECEPTACLE CIRCUIT. SEE SHEET E -3.1 FOR DETAIL 20 A SOUND SYSTEM WILL BE SUPPLIED AND INSTALLED BY VENDOR. CONUCT VENDOR PRIOR TO CONSTRUCTION TO COORDINATE FOR SOUND SYSTEM INSTALLATION. SEE SHEET E3.1 FOR DETAN.. POWER FOR UNDER COUNTER SAFE . SECURITY WIRING AND INSTALLATION PROVIDED BY VENDOR FOR ALARM SYSTEM IN ACCESSIBLE OILING ABOVE MANAGER'S DESK. OUTLETS MUST NOT CONFLICT WITH EQUIPMENT LEGS. VERIFY WITH SHOP DRAWINGS BEFORE LOCATING OUTLETS. ALL POWER IN COUNTER VENDOR SUPPUED, G.C. TO COLLECT VENDOR SUPPUED PIGTAIL TO ,! —BOX IN WALL. WIRING FROM J--BOX TO PANEL BY G.C. DATA BOXES AND CONDUIT WITH PULL CORDS N COUNTER, VENDOR SUPPLED. GC SHALL PROVIDE DATA CABLE. 26 ALL UNDERCOUNTER RECEPTACLES IN THIS AREA TO HAVE CLEAR PLASTIC OUTLET COMERS VENDOR SUPPLIED_ CONTRACTOR TO CONNECT PIGTAIL AT WALL 8" A.F.F. RED SINGLE—GANG W/2 RJ11C (VOICE 1, VOICE 2) N CABINET, BY VENDOR. (1) RJ45 ETHERNET, 3/4 ", 2 CAT 5 CABLES TO HUB AT IMAGERS DESK. LOCATE RECEPTACLES AID DATA OUTLETS N UNDERSIDE OF SOFFIT, ABOVE SEE ARCH. POWER & DATA FOR P.O.S. TERMINALS. COORDINATE FOR EXACT LOCATION. SEE P.O.S. DETAIL ON SHEET E3.3. SEE DETAIL 2/E1.1 FOR POWER & DATA 111 SOFFIT_ SEE DETAIL 2/E1.1 FOR CONTINUATION OF CIRCUIT. SEE DETAIL 1/E1.1 FOR CONTINUATION OF CIRCUIT 4 0 MUD RAGS_ SEE SHEET El. 1 FOR CONTINUATION OF CIRCUIT. TO H118 AT MANAGER'S DESK. SEE P.O.S. DETAIL ON SHEET E3.3. CABLE TERMINAL FOR nit CLOCK. SEE P.O.S. DETAIL. ON SHEET E - 3.3 ". TMCLOCK LS it MOUNTED AT 40 -44" PER ARCH. ELEVATIONS_ MUD RING WITH CABLE FROM P.0_S. SYSTEM SHALL EMtRGE FROM WALL AT SAYE HEIGHT AS TIM ECLOCK AT THE LOCATION INDICATED ON THE ARCH_ ELEVATIONS (LE. IM1ME VTELY BEAD WHERE THE TNECLOCK Wlu. 9E MOUNTED)_ • ENLARGED SERVICE AREA POWER PLAN 1/2 = 11_0. SOFFIT POWER & DATA PLAN SEE ARCHITECTURAL A3 SERIES FOR COMPLETE EQUIPMENT SCHEDULE jamba juice STORE #XX (50) 3U7H�NTER MALL 6&&jutb�ntcr #F7O TUkWiJa, DAEMS & MYERS ARCHITECTURAL ALLIANCE, INC. 301 WEST 5400 SOUTH #200 SALT LAKE CITY, UTAH 84107 PH: (801) 263 -3457 / FAX: (801) 263 -3529 Consultant Consultant Registration I MIMS 1/01/04 Issues and Revisions No. Date Protect %umber Description Template \r D,e3F[ ' - "1,6 I. 1 rr 1 7 -18 -03 CONSTRUCTION TWJ CDH 2 8 -20 -03 HEALTH DEPT. TWJ CDH 3 9 -30 -03 LANDLORD /OWNER COMMITS TWJ CDH 421) a Proie(t \ame SOUTHCENTER MALL s(je 1/2 =1'—O Boulder Engineering, LLC 811 West Cedar Pocatello, Idaho 83201 (208) 478-4613 (208) 478 -4617 (fax) email beng@benglk.com Issues By Check STORE # 004 ENLARGED POOR PLAN Computer File j Yell.d.y ' 10 E1.1 Architect Registration All minas dritigr1' arra -. : -; r and pis'' irckra'd or reprewienend In ohm drawv g are owned b► and thr pravenA Or Damn i %Wen. Anitercurrall +■116unrr bar 0.asid now cr ed. rwollvird. and &wi tar ire an and in connertion wet the .prnirrd pnalprct New olt ink* Ideurk drnanc. arrarirwrr*ns w pal br Ord ei ar dr+cio.rd tb am pr*.on Ina ar c rporanon tsar aft purpo•r Irshatftrienn wrillaost the minion pr.wrp[r► vhAk% Q • 1 LIGHT FIXTURE SCHEDULE (FIXTURES NOT SHOWN IN PLAN ARE NOT USED) Ea KEY SYMBOL � T N MANUFACTURER D LAMP COMMENTS 1.0.1 • 0 Q 6.25' RECESSED CFL DNLGHT JANMAR 813E- 327A- AR4DDHF- WHT -LEB P327BX /SPX27 � rb4.. , t'x4' SURFACE MEULUX MC-232A-120EB81 12 -F32T8 SP30 • 3.5' RECESSED DOMINIIGHT W.A.C. HR- 836- 8K -HR801 i 50 W AIR16 • RECESSED FLOOD UGHTOUER 1105WH -1102% 10001 PARFL 1Q5 4 lit 5' RECESSED DOWNUGHT UGHTOUER 10041C/1013 GE 18060 50PAR20FL (AMP h 'il 2'x4' RECESSED METALUX G- SERIES 2 -F32T8 SP30 REDUCED LIGHT OUTPUT ELETRONIC BALLAST yN � GIMBAL RING TRACK HEAD PAR30 UGHTOUER 9023WH GE 18060 75PAR30FL LAMP } Q .�Qg7 TRACK LIGHT TRACK UGHTOUER 6001 WH 4', 6002 WH 8' PROVIDE UGHTOUER 6048WH LNE END 14g I STRIP UGHT SEALATRON STD11810120SS F48T12/CW/HO COORDINATE INSTALLATION WITH WALK IN VENDOR F � 'gm, "Now � "mi. —. —. 12. � LED EXIT LIGHT PEPLIGHT LDE-SG-U -BP LAMP INCLUDED L@ EMERGENCY SURE-UTE DECO-1 INCANDESCENT 3.6W Z -4 • • KEYED NOTES FOR LIGHTING PLAN NEW PANEL A -- 200A, 208/120V, 3 , 4W 0 EXISTING PANEL B - 100A, 208/120V, 3 , 4W 0 ON NIGHT CIRCUIT. CONNECT DIRECTLY WITHOUT SWITCHING. FOR WIRING & SWITCHING SEE WIRING SCHEMATIC FOR COLD STORAGE ROOMS ON SHEET E 1.0 & E3.1 0 SWITCH GANG. SEE LIGHTING CONTROL DIAGRAMS, 3/E2.0 FOR DETAILS. COORDINATE LOCATION WITH CONSTRUCTION MANAGER. VERIFY LIGHTING CONTROL AND BUILDING UGHTING SHUT OFF PER CODE WITH MALL REPRESENTATIVE. FOR SIGN. P E REQUIRED DISCONNECT SWITCH. COORDINATE LOCATION WITH CONSTRUCTION MANAGER. 0 CEILING RECEPTACLE. CIRCUIT VIA TIMECLOCK. SEE TIMER AND CONTACTOR CONTROL DIAGRAM 2/E2.0. 1 LIGHTING PLAN AI) North n� SWITCH---1 S o 5 c 5 d • GENERAL NOTES 1. THESE DRAWINGS ARE PREPARED WITH REQUIRED BRANCH CIRCUITS INDICATED BY CIRCUIT NUMBERS. PROVIDE AND INSTALL ALL CONDUITS, CONDUCTORS, BOXES, MISCELLANEOUS FITTINGS, ETC. FOR A COMPLETE OPERABLE SYSTEM (HOME RUN SHOWN). BRANCH CIRCUIT INSTALLATION SHALL COMPLY WITH SPECIFICATIONS AND N.E.C. 2. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT FIXTURE LOCATIONS. 3. VERIFY EXACT LOCATION AND MOUNTING HEIGHT OF ALL ELECTRICAL OUTLETS AND DEVICES WITH KITCHEN VENDOR /CONTRACTOR. 4. ELECTRICAL POWER TO ALL ELECTRICAL EQUIPMENT IS SIZED ACCORDING TO KITCHEN VENDOR'S EQUIPMENT DATA SHEETS. CONTRACTOR SHALL VERIFY POWER PROVIDED TO EACH EQUIPMENT WITH ACTUAL NAMEPLATE DATA ON EQUIPMENT. IF DISCREPANCY OCCURS BETWEEN NAMEPLATE DATA AND POWER SUPPUED, CONTRACTOR SHALL PROVIDE PROPER SERVICE TO EQUIPMENT AND INFORM ARCHITECT OF ANY SUCH CHANGES. 5. ALL RECEPTACLES AND COVER PLATES INSTALLED IN THE CUSTOMER AREA SHALL BE WHITE ALL RECEPTACLES INSTALLED ELSEWHERE IN THE STORE SHALL BE WHITE WITH STAINLESS STEEL COVER PLATE. 6. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH CONSTRUCTION MANAGER AND ARCHITECT FOR LOCATION RESTRICTION AND REQUIREMENTS OF ALL CONCRETE SAWCUTS. ALL SAWCUTS SHALL BE PATCHED IN UKE AND KIND TO MATCH EXISTING CONCRETE. 7. REFER TO SHEET A0.1 FOR RESPONSIBILITY REQUIREMENT AND SHEET A0.2 FOR GENERAL NOTE REQUIREMENTS. 8. ALL BULBS AND LENSES IN FOOD PREPARATION AREA SHALL BE EASILY CLEANABLE AND SHATTERPROOF. 9. CENTER ALL FIXTURES IN CEILING TILE WHERE APPUCABLE. A -2 A - fi ~ vim' fir SIGN WIDOW SIGN TIMER AND CONTACTOR CONTROL DIAGRAM A -7 A -7 A -3 A -3 A -1 1 ▪ JR* X MOOS TrIrl 1oT 11 U941S >WE ) UOITS TWE 1 105 - • LOWS TWE A.011 & 103 �► LOOS APE `tor a Ur LIGHTING CONTROL DIAGRAM jamba juice STORE #cx; (5.0) SUTHENTER MALL 6South�nter #F7O Thkwila, WA DAEMS k LAYERS ARCHITECTURAL ALLIANCE, INC. 301 WEST 5400 SOUTH #200 SALT LAKE CITY, UTAH 84107 PH: (801) 263 -3457 / FAX: (801) 263 -3529 Consultant Consultant Registration cams 1/0+Ib4 Issues and Revisions No. Date ,. .. �•1 9 -29 -03 1 7 -18 -03 CONSTRUCTION TWJ CDH 2 8 -20 -03 HEALTH DEPT. TWJ CDH 3 9-30-03 LANDLORD /OWNER COMMENTS TWJ CDH 4: 21 ) 43 Protect Name SOUTNCENTER MALL Protect Number Desaption STORE , 000 UGHTING PLAN Computer File PCIMe20.dwg Scale 1/4 -0 Templar r b 1 ; - ? , - . : cr ; - _aM� • Boulder Engineering, LLC 811 West Cedar Pocatello, Idaho 83201 (208) 478-4613 (208) 478 -4617 (fax) email bang @bengllc.com Issues By Check E2.0 Architect Registration 'err gig►1 .nIA.srt bale ..ri/r.t pwomingsarr at [IAA r .. l ,,lr. AN **am dem p.• arran _ _ nt% and pia % one ra litid ar repreterned b. *WI drawer an. ~NM b. OW toe properly ate Damn a i Vrharritirai 1 111hanrr bar Oarrd nem anoint eMC>1r,rdl and dr+rklprci ler Isle an Ned Mn cane in nob *or goeciked papa hone of wr* mina% dry. are +K or pion • bP aged b. at dnarik red b arve pergola arm or corporate. for ar+. O 4 • 1 • 1 TIME CLOCK MTD. A C\ ON REFRIG. RACK SPLICE BOX 0 POWER SUPPLY OUTLINE of COLD sroa_ ROOM OUTLINE OF COLD STORAGE ROOM EVAPORATOR REFRIG. WIRING SCHEMATIC MEDIUM TEMP SEE SCHEDULE FOR VOLTAGE. PHASE & LOADING • . • S.P.S.T. SWITCH BY ELECT, CONTR. MOUNTED ADJACENT TO EVAP. AT +78" ABOVE FLOOR ROOM THERMOSTAT LIQUID LINE SOLENOID WIRING BY ELECT. CONTR. NOTE: T -STAT SOLENOID & EVAPORATOR FURNISHED & INSTALLED BY REFRIGERATION OR KITCHEN EQUIPMENT CONTRACTOR. O E COMPONENTS FURNISHED BY THE ELECTRICAL CONTRACTOR DOOR FAN SWITCH DISCONNECT SWITCH MID_ ADJACENT TO EVAP. A58(2OOO) 7" ROOM T =STAT TERMINAL BLOCK MTD. ON EVAPORATOR 4 0 * DRAIN LINE HEATER REFRIG. WIRING SCHEMATIC DEFROST 0 O COMPONENTS FURNISHED BY THE REFRIGERATION CONTRACTOR INTERCONNECTING WIRING /CONDUIT BY ELECTRICAL CONTRACTOR SOLENOID A AFF CB CL (E) EF IG KA KVA LCL AF LTG AMPERES ABOVE FINISHED FLOOR CIRCUIT BREAKER CENTER LINE EXISTING EXHUAST FAN ISOLATED GROUND 1,000 AMPERES 1,000 VOLT AMPERES LONG CONTINUOUS LOAD AMP FUSE LIGHTING AMPLIFER OUTPUT COMMON ABBREVIATIONS BACK ROOM (N) NIC NIKEC NTS P PFB PROVIDE REC T UON WP GFI 70V (2.5W) LOOP THRU 24" SLACK 3/4" EMT CONDUIT FOR SPEAKER WIRE LEAVE 6'--0" OF COILED AND TAPED SPEAKER WIRING_ (TYPICAL EACH CIRCUfT) LABEL "SALES SPEAKER OUTLET AT AREA MANAGER'S DESK NEW NOT IN THIS CONTRACT NOT INCLUDED IN KITCHEN EQUIPMENT CONTRACT NOT TO SCALE POLES PROVISIONS FOR FUTURE BREAKERS, INCLUDING BUSSING MOUNTING HARDWARE FURNISH, INSTALL AND CONNECT RECEPTACLE TRIP AMP UNLESS OTHERWISE NOTED DENOTES WEATHERPROOF OUTLET OR DEVICE GROUND FAULT CIRCUIT INTERRUPTER COILED AND TAPED (24" LENGTH) NOTES: CT830 -T870 COAX SPEAKER (EXISTING AND MINOR REMODEL STORES ONLY). GRILLE, ENCLOSURE (xCP84) AND SUPPORT FURNISHED AND INSTALLED BY "AEI "_ (KITCHEN) PDXN S20 -AT -15 SPEAKER. ENCLOSURE (PUSH APB - FOR PLENUM LOCATIONS ONLY) FURNISHED MID INSTALLED BY (PREP & FRONT AREA) SPEAKER WIRE FAD AND INSTALLED BY 'AEI "_ IF REQUIRED BY LOCAL CODE, PLEASE RUN CONDUIT Nr CEILING TO MANAGER'S OFFICE TO FEED EACH SPEAKER LOCATION, 0 SINGLE GANG RECESSED RECEPTACLE BOX FOR VOLUME CONTROL (VOLUME CONTROL TO OPERATE BACK SPEAKER ONLY) AEI SOUND SYSTEM (PROVIDED & INSTALLED BY VENDOR) BUZZER WIRING DIAGRAM 120V POWER 13 WALL MOUNTED TIME SWITCH. ('J`� -1 ILLUMINATED SIGN CONNECTION, PROVIDE DISCONNECT SWTCH. VERIFY CONNECTION REQUIRMENTS `'�' WITH SIGN SUPPLIER, CONNECT COMPLETE. $3 3 WAY SWITCH $4 4 WAY SWITCH FLEXIBLE CONDUIT WITH CONNECTION TO EQUIPMENT. 0� 1 LF E4 SINGLEPOLE, SINGLE THROW SWITCH AND BOX, WALL MOUNTED, +48 FLUSH MOUNTED PANELBOARD. TELEPHONE BACKBOARD. CONDUIT INSTALLED CONCEALED WITH 2 # 12 WIRES LION. CONDUIT HOMERUN TO PANEL, TERMINAL CABINET, ETC. . "A-1" INDICATES DESTINATION OF HOMERUN (LETTER INDICATES PANEL: NUMBER INDICATES CIRCUIT). 1"C & 4110 INDICATES CONUITS &WIRE SIZE IF OTHER THAN 3/4 "C & #12 AWG RACEWAY AND WIRING SHORT CROSS LINES INDICATES HOT CONDUCTOR. LONG CROSS INDICATES NEUTRAL. CONDUIT RUN UNDERGROUND CONDUIT STUBBED OUT WITH BUSHING 19 MOUNTING HEIGHTS RECEPTACLE: 20A, 125V DOUBLE DUPLEX. NUMBER INDICATES CIRCUIT. SEE SCHEDULE FOR RECEPTACLE: 20A, 125V DUPLEX OUTLET UNLESS OTHERWISE NOTED. NUMBER INDICATES CIRCUIT. SEE SCHEDULE FOR MOUNTING HEIGHTS. RECEPTACLE: 20A, 125V SINGLE OUTLET UNLESS OTHERWISE NOTED. NUMBER INDICATES CIRCUIT. 1y� SEE SCHEDULE FOR MOUNTING HEIGHTS. °QC' CEILING MOUNTED RECEPTACLE SPECIAL PURPOSE RECEPTACLE OUTLET; UON VERIFY NEMA CONFIGURATION OF EQUIPMENT PLUG. O JUNCTION BOX, CONNECT COMPLETE. DATA OUTLET. TELEPHONE OUTLET. TRANSFORMER. THERMOSTAT SENSOR BY MC PUSHBUTTON MOTOR FURNISHED AND INSTALLED UNDER ANOTHER SECTION, CONNECTED BY ELECTRICAL CONTRACTOR_ SMOKE DETECTOR. HEAVY DUTY FUSED OR NON -FUSED DISCONNECT SWITCH_ SIZE AND TYPE AS REQUIRED WITH DUAL ELEMENT FUSES. SPEAKER PROVIDED BY OWNER_ SHEET NOTE DESIGNATION. EQUIPMENT DESIGNATION, SEE ARCHITECTURAL. SERIES A3 DRS FOR COMPLETE EQUIPMENT SCHEDULES_ METER AND METER SOCKET PER POWER COMPANY REQUFMIEWS_ CIRCUR BREAKER_ STUEI-UP. STU113--o& • ooNWIEcrioN PO lab SYMBOLS LIST jamba juice STORE X000 (S.0) SOUTHCEMER MALL 6&&jutb�nter #%7O TUhI11a,WA51 DAEMS & MYERS ARCIIITECTURAL ALLIANCE, INC. 301 WEST 5400 SOUTH 1200 SALT LAKE CITY, UTAH 84107 PH: (801) 263 -3457 / FAX: (801) 263 -3529 Consultant Consultant Registration I ores 1/(n/041 Issues and Revisions No. Date 1 7 -18 -03 CONSTRUCTION TWJ CDH 2 8 -20 -03 HEALTH DEPT. TWJ CDH 3 9 -30 -03 LANDLORD /OWNER COMMENTS TWJ CDH Protect Name SCIFINCEN1ER M U. Pro,ec1 'lumber Description TemplAte STCRE OQO ELECIRK.11L DEWS Computer File ISCYe31.dog Scale AS SHOWN L� Al minds, drrwsw_ arransponmek and plink .raga M or re ro nrrd boo *ark drawing are owvwd b. and *w pnope.ti ar Da n% i %Work Nrcllooprooral r Ilh rice r+c Ond ..irrr ~RI evolved wad diroloprd tor vow an and m ra mm rwaa ..NA II Ipnnriwi pupa Naar of war% wIlewk &monk rvar *r!► or Plow 4 6111 br .•rd b* or dwrtomo d ro arwo p r.•an firm or corporation for arw porpor+r► .wtlarWr ■•4110•1 VIP ware prrompsow at DMA Q F . ! r ;W a ,1142: ci E3.1 •1 Boulder Engineering, LLC 811 West Cedar Pocatello, Idaho 83201 (208) 478 -4613 (208) 478-4617 (fax) email beng @bengllc.com Architect Registration Issues By Check r '_ J 4 FOOD r SERVICE EQUIPMENT SCHEDULE (REFERENCE SHEETS A3.2 & A3.3 FOR ADDITIONAL INFORMATION) NO. DESCRIPTION VOLTAGE PHASE ' AMP. WATTS MOUNT TG REMARKS T01 CASH REGISTER 120 1 208/3 500 18" BY OWNE QUANTITY R 2) PROVIDED T09 EMPLOYEE 11ME CLOCK 120 ORCU IT ' COMBINED PHASES CIRCUIT WIRE 60" PROVIDED BY OWNER T04 SAFE 120 1 CO MIS P AMPS SIZE T05 MONEY COUNT MACHINE 120 1 AMPS MIS CO LTS TO6 OFFICE COMPUTER 120 1 1 20 12 T10 MUSIC SYSTEM 120 1 201 1 201 T11 SECURITY ALARM SYSTEM 120 1 3 T13 MONITOR - 10" 120 1 225 18" (QUANTITY 5) PROVIDED BY OWNER T14 MONITOR - 14" 120 1 SPARE 18" B(QUY ANOWNTITY ER 5) PROVIDED E03 JUICE CON. DISPENSER 115 1 9.43 1084 18" SEE E03 d E04 O.J. DISPENSER 120 1 3.3 396 18" CRATHCO#015 E05 DIPPING CABINET 115 1 9 1035 18" NELSON #8D -8JJ E06 E07 BLENDER 120 1 11.2 1380 24" (QUANTITY 4) VITA -MIX #VM0116A WHEAT GRASS JUICER 115 1 6.7 3 18" NEMA 5-20R E08 CARROT JUICER 110 1 15 1056 18" NUTRIFASTER N350 E09 COMPRESSOR 115 I 1 11.4 1368 MTD. ON SLEEPERS. 1 THOMAS #T -20HP E10 GLYCOL CHILLER 115 1 14.1 1692 MTD. ON SLEEPERS. 1 BANNER BR50, #60823, 1/2HP E13 BAKED GOODS CASE 120 1 10 1200 18" NEMA 5-20R E17 TOASTER 208/240 1 14 2912 18" OLMAN TX710H -208 NEMA 6-20R _ SPARE E20 U/C REFRIGERATOR 115 1 5 575 1 DELFIED #406 E22 WALK -IN COOLER 120/208 1 - 3450 1 08" J -BOX E23 WALK -IN FREEZER 120/208 1 29.0 6032 108" J -BOX E30 ICE MACHINE 115 1 20.0 2300 78* HOSHIZAKI F80011_5 E59 CI TRUS JUICER 115 1 20 2300 18" FMC CORPORATION P07 WATER HEATER (ELEC.) 208 3 41 15000 CONFIRM 1 P10 WATER FILTER SYSTEM 120 1 1.5 350 114" 12 PANEL A 201206 VOLTAGE OLTAGE 'MSS AMP UM • TOE ❑ BOTTOM WWI ■FLUS H ❑SURFACE I ■ FL USH ❑ SURFACE E UM/II =ALBUM/II II GROUND BUS D SUB - FEED BRKR ❑ SUB - FEED BRKR (rj NEMA 3R TYPE N000 PHASE _ 3 WIRES ....1. 0 - 2r61 LUCS U BREAKER C • K7 in LOCATION BACK AREA AIC , (3) . ALPS 208/3 1 "C -3#8+ 1110 GND CIR CIRCUIT DESCRIP110N OUTLETS BRKR WIRE ORCU IT ' COMBINED PHASES CIRCUIT WIRE BRKR • OUTLETS CIRCUIT DESCRIPTION CIR NO, LTS CO MIS P AMPS SIZE LOAD A 8 1 C LOAD SIZE AMPS MIS CO LTS NO. 1 01 TRACK 2 1 20 12 300 MOO 1200 12 201 1 201 SIGN (T/L /+) 2 3 2 3 225 225 1344 1344 II 1 SPARE 4 5 B C( 3 271 991 360 12 _ II 1 6 SHOW WINDOW CT/L) ' 6 7 ! 302 842 540 _ 3 E06 BLENDER MGR DESK RECET. 8 '9 SPARE 1080 500 1080 500 _ 1 E5 DIP BOX CAB. (L) 10 ALARM SYSTEM T11 10 11 _ I I 12 13 _ _ SPARE _ 12 13 1 20 12 396 2696 - _ 2300 10 1800 1 1 - 1800 E59 ,ALICE DISPENSER 14 15 7 4 _ POS EQUIPMENT (VI..) 14 15 771 ' 3071 2300 10 3011 1 ( 200 E,30 ICE MACHINE L 16 17 E06 CARROT JUICER 5 30 SPARE 16 17 E13 BAKED GOOD C AS[ 1 1556 500 1 20 _ 12 1200 FAR CONTROL Q 1566 360 12 2 - �1ELEPHONE BOARD (L) 18 19 (03 BAR DISPENSER 3016 t0] 1 ._ - 1084 1 084 20 21 El 7 TOASTER (1) - 1 , 2 ?0 12 1456 SPARE 20 21 SPARE NM 20 a p 1 wAIK -IN COOLER (L) 22 24 500 500 12 - 1 1456 P10 WATER FILTER 22 23 25 COMPRESSOR _ .~ , 10 1368 i, 1725 - _ SPARE , ' 24 25 GLYCOL CH U ER 1 10 _ • - (1) SPARE 26 27 COOLER CONTROL (L) 28 29 SPACE - 3602 3602 29 30 NOTES: VA, PHASE lOTIIIS COMA LOAD _3OKVA (1) = N EMER Into Lac( GI DEUCE . 12093 12159 6081 3602 3602 1 40 3 1 MrpS ROOF -TOP UNIT L 30 31 ' 1N5 PNH, AIL OF 115 WA IMEM1315, E1C. M L OE RATED FOR 7s C _ - 3602 3602 - 32 33 - 180_ 180 (1) 201 1 _ ROOF RECEPT 34 35 ! w i 20 - SPARE _ 36 37 - 5000 11081 _ 6081 _ 38 39 WATER HEATER 1 3 60 5000 17159 12159 (2) 100 3 1 PANEL B L) 40 41 - _ 5000 17093 12093 42 NOTES: PHASE TOTALS CONN LOAD ___ KVA (L) = CIRCUIT 0111ROUID BY A 1I11ER 031ITACTOR ( *) = oEDIC.A1ED a wi 11711 AN I9oLAIEO GROW (1) SEE SHEET E1.0 FOR CONDUCTOR & CONDUIT SIZE. VA 19909 22166 23246 (2) SEE POWER RISER FOR CONDUIT AND CONDUCTOR . . . AV. AMPS SIZE. (SHEET E3.2). /DAPS 166 185 194 81 A (3) FIELD CONFIRM AIC RATING. VMS PNQ. ML !f 115 WCS% AiEMmRS ETC. SHALL BE RAZED FOR 76' C PANEL B TA 120/208 'ma VOLTAGE ❑TOP • BOTTOM LOAD • WWI ■FLUS H ❑SURFACE SPECIAL_ E T_ II ■SUB ❑ _ GROUND BUS - FEED BRKR SUB-FEED BRKR NEMA 3R • TYPE EXISTING 100 AMP PHASE.,._ WIRES .../.._ ■ LUGS MC . (2) AMPS ❑ BREAKER C LOCATION BACK AREA 10.8 KW 208/3 1 "C -3#8+ 1110 GND aR CIRCUIT DESCRIPTION OUTLETS BRKR WIRE CIRCUIT COED PHASES CRCU IT WIRE BRKR OUTLETS CIRCUIT DESCRIPTION OR NO. LTS CO MIS P AMPS SIZE LOAD A 8 j C LOAD SIZE AMPS • S CO LTS N0. 1 SPARE 1 1344 1344 12 201 1 E06 BLENDER 2 3 1344 1344 II 1 _ E06 BLENDER 4 5 1344 1344 _ II 1 E06 BLENDER 6 7 1344 1344 11 1 E06 BLENDER 8 9 SPACE 1080 1080 ! _ 11 1 E5 DIP BOX CAB. (L) 10 1 1 _ I I 12 13 EO4 a DISPENSER 2 1 20 12 396 2696 _ 2300 10 30 1 1 E59 ,ALICE DISPENSER 14 15 EO7 *HEAT JUICER 1 12 771 3071 2300 10 3011 1 E,30 ICE MACHINE L 16 17 E06 CARROT JUICER 1 30 10 1056 1 1556 500 11101 20 O 1 1 FAR CONTROL Q 18 19 E20 UC RfFRIG. 1 2Q 12 600 3616 3016 t0] 35 p 1 WA UC -IN FREEZER Q 20 21 El 7 TOASTER (1) 1 , 2 ?0 12 1456 4472 3016 NM 20 a p 1 wAIK -IN COOLER (L) 22 24 23 _ - 1456 3181 1725 25 COMPRESSOR 1 1 10 1368 3093 1725 - 26 27 27 GLYCOL CH U ER 1 10 1692 2192 500 (1) 201 1 COOLER CONTROL (L) 28 29 SPACE - SPACE 30 NOTES: VA, PHASE lOTIIIS COMA LOAD _3OKVA (1) = N EMER Into Lac( GI DEUCE (1) Si SHEET E1.0 KR CONDUCTOR & COIWT SITE 12093 12159 6081 (2) FEND 0111R11 AIC RATING . AV. AMPS MrpS 101 101 51. Ra A 1N5 PNH, AIL OF 115 WA IMEM1315, E1C. M L OE RATED FOR 7s C EQUIP. NO. DESCRM'TIO�! LOAD • VOLT/PHASE ND CONDUIT AND WIRE FEED FROM DISCONNECT REMARKS r vol ' ROOFTOP UNIT 10.8 KW 208/3 1 "C -3#8+ 1110 GND PANEL "A' NEMA 3R 60A HARD WIRE CONNECTION. VERIFY LOCATION. E09 COMPRESSOR 1.4 KW , 120/1 1/2"C - 2f2 & 1#1 2 CND PANEL 'B' CIRCUIT BREAKER VERIFY CONNECTION_ VERIFY LOCATION_ E 10 GLYCOL CHILLER 11.7 KW _ 1 120/1 1 /2 "C - 2 #2 & 1# 12 GND PANEL "B" CIRCUIT BREAKER 1 VERIFY CONNECTION VERIFY LOCATION. MOTOR AND EOUIPMENT SCHEDULE LOAD SINARY SERVICE vOLTAGE: 1 20/208V, 30. 4w Al LIGHTING LOAD AT 125% 8 KrTD EN APPuANCES AT 652 DEMAND C. AIR CONDmONING AND SPACE HEATING LOAD AT 100x D. ALL OTHER LOADS AT 1002 E. LARGEST IMDTOR 5Iip AT 252 F. SHOW wINDOw • 2 0VA PER UNEAQ FOOT TOTAL DEM0/40 LOAD 56..8 Kw Mori .73) _ 1 57.7 AmPERES ODMM i = 2.1 KW _= 21.2 KW = 25.8 kW 1M 5.0 Kw : 1.3 Kw = 2.0 KW ▪ 56.8 Kw 1. ETER & METER BASE SERVICE GUTTER (VERIFY IN FIELD). ROOF G.C. TO PROVIDE 2 1 /2 CONDUIT WITH 4 13/0 CONDUCTORS + # 2GND FROM DISCONNECT TO PANEL A 42 CCT. PANEL 200 AMP MAIN (BRKR. (PROVIDED & INSTALLED BY G.C.) 200 AMP DISCONNECT AT LANDLORDS SEM/KM GUUER (FUSED AT 200 MAPS) PROVIDED BY G.C. TO REPLACE EXISTING t 00 AMP DISCONNECT. C01 TRW Mu_ EXISTING CONDITIONS.. -\\ POWER RISER 'ftE r5 O NNING& CONINKINIR MOIDNONBCt At ENIONDON IN CAINE CIF O SCOMOM WRY 60 AMP FUSED DISC. SWITCH AT ROOFTOP UNIT (V01) FUSED 40 AMPS 7 -DAY ELECTROMECHANICAL TIMER /CONTACTOR FOR STOREFRONT SIGNAGE CIRCUIT 1A2. A6 r --- v 1 al 1 UPI I I 1 I 100 NAP PANEL (ExiSTNVG) ii • i NOTES: 4 #3 TI•N MI 1-1/4" C. I F-FLOOR 1. CONNECTION TO LANDLORDS EQUIPM IS BY THE LANDLORDS CONTRACTOR THE TENANTS EXPENSE. 2. DASHED UNE REPRESENTS EXISTING EQUIPMENT. SOLID LINE REPRESENTS NEW EQUIPMENT PROVIDED AND INSTALLED BY CONTRACTOR_ r jamba juice STORE #000 (S.0) 3UTHENTER MALL 6&&xitb�ntcr #F670 Thkwila, WA DAEMS & MYERS ARCHITECTURAL ALLIANCE, INC. 301 WEST 5400 SOUTH #200 SALT LAKE CITY, UTAH 84107 PH: (801) 263 -3457 / FAX: (801) 263 -3529 Consultant Consultant Registration I MIRES 1/01/04 Issues and Revisions No. Date 1 7 - 18 -03 CONSTRUCTION TWJ CDH 2 8-20-03 HEALTH DEPT. TWJ CDH 3 9 -30 -03 LANDLORD /OWNER COMMENTS TWJ CDH Protect \ante SOU1HCEN1ER MALL Project '�urrlber Description ELEC1RICAL SCHEDULES & DIAGRAM Computer File ASCI632.dwg Scale AS SHOW Ten** Al Idea% arrangremerei. and plate grochcaird or reprranord In Mi osvd b. ot Dam". i lover ikrelimorriaral err Inc Gard ..ear crud e'vu*.' d and developed *or SIP tar and r* nrnrnraltWt IMO iir igsPnied orroarct %oar of v c% wdr+ak derappik ananorform cr Oar" Ail br wind bib or drrclvted tar arts prima inn ar ciarpralron ear arr► ponpanr okariorver lindh rrr *sr wrr♦!r• maw Of MIKA 0 No _ - 3� 4:C- • 11 • 0 Issues sTCRE 1 000 Boulder Engineering, LLC 811 West Cedar Pocatello, Idaho 83201 (208) 478 -4613 (208) 478-4617 (fax) email beng @bengllc.com E3.2 Architect Registration ftik By Check rm.. W 1 NEIOW JUICE DtSPENSIIG HEADS AK CLOCK 11C WITH (3) CAT 5 FROM LANDLORD TEL. RM. OR BUILDING C ENTRY POINT. TELEPHONE COMPANY'S TERMINAL. VERIFY W/ PHONE CO. VIDEO 2 BMX OFFICE CUTER A66 BLOCK DEMARK TERMINAL 4876 COPPER GROUND. VERIFY W/ PHONE CO. 16 -PORT HUB SPACE FOR Juni CONTROL PANEL NOTES 1. G.C. TO INSTALL 3 CAT 5 TO BUILDING ENTRY POINT BY PUBUC PHONE CO. BY START OF CONSTRUCTION. 2. G.C. TO PROVIDE ALL CONDUIT & CABLE FROM BLDG. ENTRY POINT THROUGH TENANT SPACE. 3. G.C. TO TERMINATE AND VERIFY WORKING CONDfTIONING OF ALL PHONE UNES PRIOR TO TURNOVER. 4. G.C. TO USE ONLY CAT 5 CABLING 5. ALARM VENDOR TO PROVIDE CONNECTION BETWEEN TEL TERMINAL BOARD AND ALARM CONTROL PANEL 6. PROVIDE TELEPHONE CABINET WHERE REQUIRED BY CODE. 7. G.C. TO APPLY FOR SVC: (4) ANALOG VOICE UNES & (1) DSL UNE IN TENANTS NAME. SPPCE Fra TEL SYSTEM MEL PLYWOOD BACKBOARD IN BACK AREA NEAR MGR'S DESK. DUPLEX RECEPTACLE NO SCALE PRINTER WALL OVER ,JUICE STATION t 1 "C ORDER COUNTER 0 VIDEO 5 CAT 5 CAT 5 CAT 5 = wsc emu JuNcwa eat A l (;) ( A) (B) MGR'S DESK G.C. TO PROVIDE: (1) SINGLE GANG RECESSED BOX W/ 2 SINGLE RJ11C JACKS (VOCE 1, VOICE 2) U (1) SINGLE GANG RECESSED BOX w/ 1 SINGLE RJ45 JACKS (DSL) (1) SINGLE inc 1 DATA) n s�i� its JACKS BOX (FAX, MODEM) TELEPHONE WIRING SCHEMATIC • IN 3/4 "C 1 8 ORDER COUNTER G.C. TO PROVIDE ONE SINGLE GANG SURFACE MOUNT BOX WITH 1 DOUBLE RJ11C JACK. SCHEMATIC NOTES (� 51NQE GANG SURFACE MOUNT JAlpC110N � ' � BOX M1F1 COYER r 2 1 3/4" CONDUIT WI1H (1) PAR CATS J CABLE. 3 ') SINGE GANG SURFACE MOUNT JUNCTION l=1 Box RTH RJ45 JACK N CABOT BELOW SINGLE GANG SURF AC YOUNT JUNCTION Box WITH ONE RJ45 JACK N BLENDER C01,JNI R NOT USED. 6 PR E FOR OVER 6' -O" RUNS OR I t J TIE CLOCK IS NOT N OFFICE MY. SIMCAL GANG RECESSED WAIL MOUNT JUNCTION BOX NTH ONCE RJ45S JACK FOR 1 Q0r]C WONT 6G' &FL 9NG E GANG SURFACE YOUNT JUNC1101141 BOX um CCIWY AT Asa STATION. GENERAL NOTES: Z (WRY OS i' CON1MOU FR ILL HM1E A MAP BAR. NOTES ALARM SYSTEM PHONE CONNECTION IS TO BE SERVICED BY 'VOICE 2" ONLY 1. ALL CABLES SHALL BE CATS, FOUR PN , SOLID T ISTED. 2 ALL WALL JACKS SHALL BE RJ45S. 3. ALL WIRING TERMINATION SCHEMES SHALL BE T568B TYPE. 4. ALL 120 VAC OUTLETS ON SAFE CRCJITS WITH SEPARATE GROUND TO PANEL BUS BAR. 5. DATA VIRE CONDUITS ARE EXQU9IELY FOR P.O.S. CABLING. (NO PHONE OR BELL). 1. 1HE T.G.C. SHALL PROMDE A PILL STRING N TFE PAS CONDUIT(S) FOR THE P_QS. WALLER 10 USE NCI INSTALL RE S'S1E$ 11E P.QS COSIRIVOR 9404.1 NINSTALL THE PAS 'VIES AND IFE T.C.C. %WALL INSTALL DIE COT AND 1I NE I L[ jamba juice STORE #cKxp (5.0) SOUTH�NTER MALL 6Soutb�nter #F7O Tukwila, WA I • b • b • r DAEMS Sc MYERS ARCHITECTURAL ALLIANCE, INC. 301 WEST 5400 SOUTH #200 SALT LAKE CITY, UTAH 84107 PH: (801) 263 -3457 / FAX: (801) 263 -3529 Consultant Consultant Registration I DOMES VIVO. Issues and Revisions No. Date 1 7 -18 -03 CONSTRUCTION TWJ CDH 2 8 -20 -03 HEALTH DEPT. TWJ CDH 3 9 -30 -03 LANDLORD /OWNER COMMENTS TWJ CDH *7)4 Proeerct ! 1'1!' SOUINCEl41TR MALL Protect 'iamb r Description Templar Boulder Engineering, LLC 811 West Cedar Pocatello, Idaho 83201 (208) 478 -4613 (208) 478 -4617 (fax) email beng@beriglIc.com Issues By Check STORE # 000 ELEc1RRCAL_ SC O AiA11CS Coinpuser File jE01633.dog Scale AS NOTED E33 Architect Registration 4. Al Idea &mgr._ anarsaremer < ,arid Aim reheard or repregeraed b. ihri drawer air owned bv and rAt pr"aprrr% at Darao i MIAMI Arch. rural Vianrr InrCad wire creased ~ d aid drwrilaprd kir Iry an and ors cormecters olds ihr prawn Name at leek drmwek arralaum oris or plow dull bp rued In air dr ortaird b ale pervert newt ar carporamon par ale prrpuI# isithoorver sidtmat OuP wr w penamaaa at ■K4 0 PART 1 - GENERAL REQUIREMENTS A. GENERAL CONDITIONS 1. FURNISH ALL LABOR, MATERIALS, EQUIPMENT AND TRANSPORTATION AS REQUIRED TO PROPERLY INSTALL A COMPLETE AND OPERABLE ELECTRICAL SYSTEM. 2. ALL WORK TO BE ACCOMPLISHED IN COMPLIANCE WITH THESE PLANS AND SPECIFICATIONS. ALL CHANGES MUST BE APPROVED IN WRITING BY PDMS. ALL COSTS INCURRED BY PDMS AS A RESULT OF UNAUTHORIZED CHANGES ARE THE RESPONSIBILITY OF THE INDIVIDUAL(S) MAKING THE CHANGE. B. RULES AND REGULATIONS 1. ALL WORK AND MATERIALS SHALL BE INSTALLED AS SHOWN AND HEREIN SPECIFIED. 2. THE LATEST EDITIONS OF THE FOLLOWING SPECIFICATIONS AND STANDARDS, AS ADOPTED BY THE AUTHORITY HAVING JURISDICTION, SHALL FORM A PART OF THIS SPECIFICATION THE SAME AS IF HEREIN WRITTEN OUT IN FULL (ALL MATERIALS AND INSTALLATIONS SHALL CONFORM TO THE APPLICABLE REQUIREMENTS THEREOF): o) NFPA (NATIONAL FIRE PROTECTION ASSOCIATION), PUBLICATION NUMBER 70, "NATIONAL, ELECTRICAL CODE "; PUB. NO. 72E, "AUTOMATIC FIRE DETECTORS ". b) c) d) e) f) UL (UNDERWRITTERS LABORATORIES, INC.). NEMA (NATIONAL ELECTRICAL MANUFACTURER'S ASSOCIATION). UBC CALIFORNIA UNIFORM BUILDING CODE LANDLORD'S TENANT MANUAL. STATE AND LOCAL BUILDING AUTHORITY AND CODES. 3. NO REQUIREMENT TO THESE DRAWINGS AND SPECIFICATIONS SHALL BE CONSTRUCTED TO VOID ANY OF THE PROVISIONS OF THE ABOVE SPECIFICATIONS AND STANDARDS. C. PERMITS AND INSPECTIONS UNLESS OTHERWISE SPECIFIED, THE CONTRACTOR SHALL APPLY, PAY FOR AND SCHEDULE ALL APPLICABLE PERMITS, FEES AND INSPECTIONS REQUIRED BY ANY AND ALL PUBLIC AUTHORITIES HAVING JURISDICTION AND REQUIRING INSPECTION. D. WORKMANSHIP AND MATERIALS 1. WORKMANSHIP SHALL BE OF THE BEST QUALITY AND NONE BUT COMPETENT PERSONNEL SKILLED IN THEIR TRADE SHALL BE EMPLOYED. THE CONTRACTOR SHALL FURNISH THE SERVICES OF AN EXPERIENCED SUPERINTENDANT, WHO WILL BE IN CHARGE OF THE EXECUTION OF WORK, UNTIL COMPLETED AND ACCEPTED. 2. UNLESS OTHERWISE HEREIN AFTER SPECIFIED, ALL MATERIALS AND EQUIPMENT UNDER THIS DIVISION OF THE SPECIFICATIONS SHALL BE NEW, OF BEST GRADE AND AS LISTED IN PRINTED CATALOGS OF THE MANAFACTURER. EACH ARTICLE OF IT'S KIND SHALL BE THE STANDARD PRODUCT OF A SINGLE MANUFACTURER. 3. THE OWNER'S REPRESENTATIVE SHALL HAVE THE RIGHT TO ACCEPT OR REJECT MATERIAL EQUIPMENT AND /OR WORKMANSHIP AND DETERMINE WHEN THE CONTRACTOR HAS COMPLIED WITH THE REQUIREMENTS HEREIN SPECIFIED. 4. ALL MANUFACTURED MATERIALS SHALL BE CLEARLY MARKED OR STAMPED WITH THE MANUFACTURER'S NAME AND RATING. 5. REFERENCE TO STANDARDS ARE INTENDED TO BE THE LATEST REVISION OF THE STANDARD SPECIFIED, OR THAT ACCEPTED BY THE AUTHORITY HAVING JURISDICTION ON THE SUBJECT. E. MANUFACTURER'S RECOMMENDATIONS 1. EQUIPMENT INSTALLED UNDER THIS DIVISION OF THE SPECIFICATIONS SHALL BE INSTALLED ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS, UNLESS OTHERWISE SHOWN ON THE DRAWINGS OR HEREIN SPECIFIED. F. GUARANTEE ALL MATERIALS AND EQUIPMENT PROVIDED AND INSTALLED UNDER THIS SECTION SHALL BE GUARANTEED IN ACCORDANCE WITH THE GENERAL CONDITIONS. SHOULD ANY TROUBLE OR MALFUNCTIONS DEVELOP DURING THIS PERIOD DUE TO DEFECTIVE MATERIALS OR FAULTY WORKMANSHIP, THE CONTRACTOR WILL BE HELD LIABLE AND SHALL FURNISH LABOR, MATERIALS AND EQUIPMENT NECESSARY TO CORRECT THE TROUBLE OR MALFUNCTION WITHOUT ADDITIONAL COST TO THE OWNER. ALL DEFECTIVE MATERIAL OR INFERIOR WORKMANSHIP NOTICED DURING THE TIME OF INSTALLATION SHALL BE CORRECTED IMMEDIATELY TO THE ENTIRE SATISFACTION OF THE ARCHITECT AND OWNER, AT NO ADDITIONAL COST_ G. SUBMITTALS 1. PROVIDE SHOP DRAWINGS AND MANUFACTURER'S LITERATURE OF MATERIALS AND EQUIPMENT AS REQUIRED IN THE GENERAL CONDITIONS, AS DIRECTED BY THE OWNER'S REPRESENTATIVE AND AS LISTED BELOW: 2. CATALOG CUTS o) CONDOR AND FITTINGS 1) RIGID METAL 2) INTERMEDIATE METAL 3) ELECTRICAL METALLIC TUBING 4) FLEXIBLE METALLIC 5) LIQUID TIGHT FLEXIBLE IIETAI_LKC 6) FITTINGS (EACH TYPE) b) WIRE AND CABLE c) OUTLET AND JUNCTION (00xE5 d) SlentHIES 1) SOP 2) LOCATOR 3) PILOT 4) OMER e) RECEPTACLE OUTLETS 1) GENERAL PURPOSE 2) GROUND FAULT CIRCUIT INTERUPTION 3) CLOCK OUTLETS 4) SPECIAL PURPOSE (EACH TYPE) 0 TRIM AND COVERPLATES (EACH TYPE AND STYLE) 1) BRUSHED STAINLESS STEEL AT PLATFORMS 9) MOTOR CONTROL EQUIPMENT 1) FRACTIONAL HORSEPOWER MANUAL STARTER h) PANELBOARDS i) CIRCUIT BREAKERS (EACH SIZE AND TYPE) j) SAFETY SWITCHES k) FUSES (EACH SIZE AND TYPE) I) TRANSFOMERS (EACH) m) LIGHTING FIXTURES n) NAMEPLATES o) LIGHTING CONTACTORS p) TIME CLOCK CONTROLLERS (EACH TYPE) q) EMERGENCY LIGHTING POWER PACK r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iTEFACED BLACKCORE PLASTIC LAMINATE_ NAMEPLATE SHALL BE MINIMUM 3" WIDE BY 3/4" HIGH. FOR PANELSOARD IDENTIFICATION INCLUDE DESIGNATION. PHASE, AND VOLTAGE. FASTEN WITH EPDXY GLUE_ DOUBLE SPICK TAPE IS NOT ACCEPTABLE. G. TELEPHONE SYSTEM 1. P'ROADE COMPLETE EMPTY RACEWAY SYSTEM AS INDICATED ON THE DRAWINGS_ H. WIRING DEVICES 1. PLATES - COLOR OF PLATE [/�SHALL MATCH w &t FMS, v(R Y COLOR WITH ARcHrTECT. 2_ TELEPHONE OUTLETS INTH OIUTLET AOx AND PLATE TO SUIT TELEPHONE SYSTErek 3_ sonTocS - PALL 1 1221, 1223, BtVANT 14901, 6903. OR EOUAL. 2008IP. SLEW TYPE_ COLOR SHALL MATCH ADJACENT BALL FEES. vERNF Y COLOR WITH ARCHITECT. 4. RECEPTACLES - HILIBBEL 95362. OR E uAL mew. COLOR SMALL MATo IADriA :tNT WU FMS, VERIFY COLORS WITH ARCHITECT. 5� SP'ECIIAL %RPOlSE OUTLETS SMALL SE AS INDICATED OM THE ORAIIIMIGs I. FRACTIONAL HORSEPOWER MANUAL STARTER 1. PROVIDE FRACTIONAL HORSEPOWER MANUAL STARTER WITH THE FOLLOWING FEATURES: a) MELTING ALLOY, TRIP - FREE, RATCHET WHEEL THERMAL PROTECTION b) RED NEON PILOT LIGHT c) HANDLEGUARD WITH PADLOCK PROVISION IN EITHER "ON" OR "OFF" POSITION d) THERMAL ELEMENT SIZED FOR MOTOR LOAD 2. PROVIDE A NAMEPLATE ON EACH COMPONENT OF MOTOR CONTROL EQUIPMENT AS SPECIFIED IN "NAMEPLATES ". J. SAFETY SWITCHES 1. SAFETY SWITCHES SHALL BE GENERAL ELECTRIC, ITE, SQUARE D, OR WESTINGHOUSE, HEAVY DUTY 600 VOLT TYPE, EXTERNALLY OPERATED, QUICK - MAKE, QUICK - BREAK KNIFE SWITCHES. FUSED OR NON FUSED AS REQUIRED, NUMBER OF POLES AND AMPERE RATING AS SHOWN ON PLANS. FUSED SWITCHES SHALL HAVE A UL LISTED SHORT CIRCUIT WITHSTAND RATING OF 200,000 AMP RMS SYMMETRICAL. SWITCHES IN INTERIOR DRY LOCATIONS SHALL HAVE NEMA 1 ENCLOSURES SWITCHES IN DAMP OR EXTERIOR LOCATIONS SHALL HAVE NEMA 3R RAIN TIGHT ENCLOSURES, AS INDICATED. SWITCHES SHALL BE HORSEPOWER RATED. 2. PROVIDE FUSES AS SPECIFIED BELOW. FUSES SHALL BE INSTALLED SO THAT THE RATING IS CLEARLY VISIBLE WITHOUT REMOVING FUSE. PROVIDE A SPARE FUSE FOR EACH FUSE INSTALLED. 3. PROVIDE A NAMEPLATE ON EACH DISCONNECT SWITCH AS SPECIFIED IN "NAMEPLATES ". K. FUSES 1. FUSES SHALL BE CLASS "RK" REJECTION TYPE. FUSES SERVING MOTOR LOADS SHALL BE DUAL ELEMENT WITH A MINIMUM TIME DELAY OF 10 SECONDS AT 500% RATING. FUSES SHALL BE CURRENT LIMITING TIME DELAY TYPE WITH INTERRUPTING CAPACITY OF 200,000AMP RMS SYMMETRICAL. 2. FUSES SERVING SWITCH OR CIRCUIT BREAKER DISTRIBUTION PANELS, LIGHTING PANELBOARDS AND OTHER NON - MOTOR LOADS NEED NOT BE TIME DELAY TYPE, BUT SHALL BE CURRENT LIMITING WITH THE INTERUPPTING CAPACITY OF 200,000AMP RMS SYMMETRICAL MINIMUM. FUSES SHALL BE BUSSMAN OR GOULD. L. PANELBOARDS 1. DEAD FRONT TYPE, EQUIPPED WITH BOLT - ON CIRCUIT BREAKERS AND PROVISIONS FOR FUTURE BREAKERS, AS INDICATED. SQUARE D, GENERAL ELECTRIC. CHALLENGER, OR APPROVED EQUAL. THE NUMBER OF POLES, TYPE, VOLTAGE, AND AMP RATING SHALL BE AS INDICATED ON THE PLANS. BUS BARS SHALL BE COPPER. PROVIDE FULL SIZE GROUND BUS. NEUTRAL WIRES SHALL BE CONNECTED TO A COMMON NEUTRAL BUS WITH BINDING SCREWS OR LUGS, THE NEUTRAL BUS SHALL BE INSULATED FROM THE CABINET 2. FURNISH COMPLETE WITH DOOR, KEYED LOCK AND TYPE WRITTEN, LAMINATED DIRECTORY. CABINETS SHALL BE RIGIDLY SUPPORTED INDEPENDANT OF CONDUITS. KEYING SHALL MATCH EXISTING PANELBOARDS, IF ANY. M. TRANSFORMERS 1. STEP DOWN TRANSFORMERS SHALL BE DRY TYPE, SELF AIR COOLED, DUAL VOLTAGE WITH NEMA CLASS INSULATION AND SOUND RATINGS, AND WITH STANDARD FULL CAPACITY AND 2 1 /2% TAPS ABOVE AND BELOW. VOLTAGE AND KVA RATING SHALL BE INDICATED ON THE DRAWINGS. GENERAL ELECTRIC, CHALLENGER, SQUARE D. OR APPROVED EQUAL. N. SMOKE DETECTION SYSTEM 1. SMOKE DETECTORS SHALL BE THE PHOTOELECTRIC TYPE LISTED TO UL -217. EACH DETECTOR SHALL HAVE A SOLID STATE PIEZO ALARM SIGNAL SMOKE DETECTORS SHALL BE FOR 120VOLT AC OPERATION LAMP WITH A POWER -ON INDICATOR. THE BUILT -IN AUDIBLE SIGNAL SHALL PRODUCE SOUND OUTPUTS FOR NOT LESS THAN 85DB AT 10 FEET. THE BUILDING REQUIRED STANDARD SMOKE DETECTOR SHALL BE USED IF DIFFERENT FROM ABOVE. PART 3 - EXECUTION A. RACEWAYS 1. RACEWAYS SHALL RUN CONCEALED UNLESS OTHERWISE INDICATED. EXPOSED RACEWAY RUNS SHALL BE PARALLEL WITH SUPPORTING WALLS, BEAMS. AND CEILINGS AND WITH EACH OTHER AND SHALL NOT RUN CLOSER THAN 6 INCHES TO ANY WATER PIPE OR HEATER FLUME 2. RACEWAY ENDS SHALL BE REAMED AFTER THREADING AND AFTER CUTTING AND BE MADE TO BUTT IN THE CENTER OF THE COUPLING. THE USE OF RUNNING THREADS Is PROHIBITED. 3. RACEWAYS SHALL BE INSTALLED AS A COMPLETE SYSTEM, CONTINUOUS FROM OUTLET TO OUTLET. CABINET, BOX OR FITTINGS. AND SHALL BE MECHANICALLY AND ELECTRICALLY CONNECTED SO THAT ADEQUATE ELECTRICAL CONTINUITY FROM ONE TO ANOTHER IS OBTAINED. NAILS. PERFORATED STRAP, OR PLUMBERS TAPE SHALL NOT BE USED FOR SUPPORT OF RACEWAY. 4. PROVIDE 1/8" POLY PULL CORD IN RACEWAYS WITHOUT CONDUCTORS_ 5. FIRE ALAR10 CONDUITS NNSTALLED ABOvE DROP CEILING AND OTHER CONCEALED SPACES SHALL BE PROVIDED WITH 2 -INCH RED BANDS EvERY 10 FEET_ B_ CONDUCTORS 1. ALL CONDUCTORS SHALL BE ING,STALLED IN CONDUIT AND COLOR COOED AS FOLLOWS: PWISE 208/120 480/277 PI4A&: A BLAck BWm PHASE B RED ORANGE PHASE C aLuE 'ELL4w NEUTRAL ImiTE GREY GROUIND GREEN GREEN 2_ MAAKE JOTS, SPICES. TAPS AND CCNNECTIONS SI CoNDuCTORS MITIR 3. WIRING FOR FIRE ALARM SHALL BE TWISTED AND /OR SHIELDED SIZE AS RECOMMENDED BY THE MANAFACTURER OF THE EQUIPMENT AND TO ENSURE PROPER VOLTAGE AT THE DEVICE (AVOID VOLTAGE DROP OF MORE THAN 3X). C. JUNCTION AND PULL BOXES 1. PULL BOXES SHALL BE PROVIDED WHERE INDICATED OR WHERE NECESSARY TO FACILIATE THE PULLING OF CONDUCTORS. TELEPHONE RACEWAYS SHALL HAVE A MAXIMUM OF TWO 90 DEGREE BENDS BETWEEN TERMINATIONS OR BOXES. D. GROUNDING 1. MAKE GOOD CONTACT AT ALL PANELBOARDS, OUTLET BOXES, AND JUNCTION OR PULL BOXES TO THE RACEWAY SYSTEM. USE APPROVED BONDING MATERIALS. 2. IS TWO 90 DEGREE BENDS MAXIMUM BETWEEN TERMINATIONS OR BOXES. E. SEISMIC REQUIREMENTS 1. IF REQUIRED, RECESSED TYPE LIGHTING FIXTURES, IN ADDITION TO THE STANDARD SEISMIC CLIPS AND SUPPORT ON T -BAR GRID SYSTEM, SHALL HAVE 2 #12 STEEL SAFETY WIRES PER FIXTURE. ONE END OF EACH SAFETY WIRE SHALL BE SECURELY FASTENED TO THE BUILDING STRUCTURE. THE OTHER END (6 INCHES LONGER THAN THE T -BAR GRID SUPPORT WIRES) SHALL BE FASTENED TO DIAGONAL CORNERS OF EACH LIGHTING FIXTURE. F. CUTTING AND PATCHING 1. PERFORM DRILLING, CUTTING, AND PATCHING OF THE GENERAL CONSTRUCTION WORK WHETHER EXISTING OR NEW, AS REQUIRED FOR THE INSTALLATION OF ELECTRICAL WORK. PATCH WITH THE SAME MATERIALS, WORKMANSHIP, AND FINISH AS THE ORIGINAL WORK AND ACCURATELY MATCH ALL SURROUNDING WORK. SUCH WORK WILL BE DONE BY A CRAFTSMAN ACCREDITED IN THE APPLICABLE TRADE UNDER THE CONTRACTOR'S SUPERVISION AND BE ACCEPTABLE TO THE OWNER'S REPRESENTATIVE. COORDINATE WITH LANDLORD PRIOR TO CUTTING, DRILLING, OR CORING. G. TESTING 1. DEMONSTRATE THAT ALL COMPONENTS OF THE WORK OF THIS DIVISION HAVE BEEN PROVIDED AND THAT THEY OPERATE IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. 2. TEST WIRING AND CONNECTORS FOR CONTINUITY, SHORT CIRCUITS AND IMPROPER GROUNDS. TEST EACH LIGHTING AND APPLIANCE PANEL WITH MAINS DISCONNECTED FROM FEEDERS, BRANCHES CONNECTED, WALL SWITCHES CLOSED AND FIXTURES PERMANENTLY CONNECTED AND COMPLETE WITH LAMPS. TEST EACH INDIVIDUAL POWER CIRCUIT WITH THE POWER EQUIPMENT CONNECTED FOR PROPER OPERATION. 3. PROVIDE DETAILED DOCUMENTATION OF EACH TEST PERFORMED TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE, WITH THE NAMES AND THE SIGNATURES OF QUALIFIED INDIVIDUALS WHO CONDUCTED AND WITNESSED EACH TEST. GENERAL NOTES: 1. ELECTRICAL CONTRACTOR MUST VERIFY WITH OWNER ALL MOUNTING HEIGHTS PRIOR TO ROUGH -IN. 2. WHEN REQUIRED BY LOCAL AUTHORITY, CONTRACTOR TO COORDINATE WITH FIRE ALARM CONTRACTOR FOR FINAL CONNECTION OF DUCT DETECTOR TO FIRE ALARM SYSTEM. SIMPLEX SMOKE DETECTORS 2098 SERIES (DUCT TYPE) #2098 -9649. FOR EXACT LOCATION OF DUCT DETECTOR. SEE MECHANICAL DRAWINGS. 3. SAW CUT AND PATCH FLOOR AS REQUIRED FOR POINT OF SALE DEVICES & SAFE RECEPTACLE. COORDINATE WITH LANDLORD PRIOR TO CUTTING. 4. COORDINATE LOCATIONS OF THERMOSTATS, WITH ARCHITECT. jamba juice STORE #000 (5.0) SOUTHCENTER MALL 6&&iutb�nter #F670 Tukivila,' wasp or • DAEMS & MYERS ARCHITECTURAL ALLIANCE, INC. 301 WEST 5400 SOUTH #200 SALT LAKE CITY, UTAH 84107 PH: (801) 263 -3457 / FAX: (801) 263 -3529 Consultant Boulder Engineering, LLC 811 West Cedar Pocatello, Idaho 83201 (208) 478 -4613 (208) 478 -4617 (fax) email beng@benglIc.com Consultant Registration I caws 1/01/04 Issues and Revisions Architect Registration No. Date issues By Check 1 7-18-03 CONSTRUCTION TWJ CDH 2 8 -20 -03 HEALTH DEPT. TWJ CDH 3 9 -30 -03 LANDLORD /OWNER COMMENTS TWJ CDH M Al rd Protect tiartwe SOUIHCENIER MALI. Protect \umber De alt:mon STORE 1 000 ELECIRI AL SPECIFX;A11ONS C mpuie r F ile " , ilUQd.g Scale NONE Tempt e demorp, arrovormernIK aid plark odor r. wepregegeid bs dam duration* am v..rrrd b. and *w' pn % rr Dams 4 'errs savlrarcwurai err. 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