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Permit D04-441 - SEATTLE'S BEST COFFEE - REMODEL
SEATTLE'S BEST COFFEE 17501 SOUTHCENTER PY D04 -441 Parcel No.: 2623049067 Address: 17501 SOUTHCENTER PY TUKW Suite No: Tenant: Name: SEATTLE'S BEST COFFEE Address: 17501 SOUTHCENTER PY, TUKWILA WA Owner: Name: BORDERS GROUP INC Address: 100 PHOENIX DR, ANN ARBOR MI Contact Person: Name: CLINT EVANS Address: 10955 LOWELL AV, SUITE 700, OVERLAND PK, KS Contractor: Name: WESTERN\ CONSTRUCTION SERVS INC Address: PO BOX 5766, VANCOVER WA Contractor License No: WESTECS162R8 DESCRIPTION OF WORK: REMODEL OF EXISTING CAFE. EXISTING PANTRY (KITCHEN) AREA TO REMAIN (WITH FLOOR REPLACEMENT). NEW TICE AND CARPET, CEILING SOFFITS AND PAINT. ALL CONTAINED TO JUST CAFE AREA. REPLACEMENT OF EXISTING FRONT SERVICE COUNTER WITH NEW. Value of Construction: $39,750.00 Fees Collected: $1,114.59 Type of Fire Protection: SPRINKELRS /AFA International Building Code Edition: 2003 Type of Construction: VB Occupancy per IBC: 0008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: N Sewer Main Extension: N Private: Storm Drainage: N Street Use: N Profit: N Water Main Extension: doc: IBC - Permit City "41 f Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: ci.tulnvila.wa.us N DEVELOPMENT PERMIT Private: D04 -441 Phone: Phone: 913 649 -8181 Phone: 360- 699 -5317 Expiration Date: 09/16/2005 Public: Non - Profit: N Public: Steven M. Mullet, Mayor Steve Lancaster, Director Permit Number: DO4 -441 Issue Date: 02/07/2005 Permit Expires On: 08/06/ 2005 Printed: 02 -07 -2005 Water Meter: doc: IBC-Permit City a Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: ci.tukwila.wa.us **continued on next page** D04-441 Steven M. Mullet, Mayor Steve Lancaster, Director Printed: 02-07-2005 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. ■ I The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit. Permit Center Authorized Signature: 414titA .eV- Signature: Print Name: doc: IBC - Permit City f Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: ci.tukwila.wa.us }U-a I This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. D04 -441 Steven M. Mullet, Mayor Permit Number: D04 -441 Issue Date: 02/07/2005 Permit Expires On: 08/06/2005 Date: Steve Lancaster, Director Date: Printed: 02 -07 -2005 z • z ce w QQ � J U U O NO J H CO u_ w � 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. g Q co 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center I W z = i— O 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to w H start of any construction. These documents shall be maintained and made available until final inspection approval is w granted. v O — 5: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design • H w • w 6: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced O z w U= 7: All construction shall be done in conformance with the approved plans and the requirements of the International z ~ Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 8: 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 shall be made by calling Seattle /King County Department of Public Health, (206/296 - 4928), 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 the agency on the job site. 9: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. Parcel No.: 2623049067 Permit Number: D04 -441 Address: 17501 SOUTHCENTER PY TUKW Status: ISSUED Suite No: Applied Date: 12/14/2004 Tenant: SEATTLE'S BEST COFFEE Issue Date: 02/07/2005 1: ** *BUILDING DEPARTMENT CONDITIONS * ** (206/431 - 3670). requirements of ASCE 7. to the building structure. City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS 10: Manufacturers installation instructions shall be available on the job site at the time of inspection. 11: A Certificate of Occupancy shall be issued for this building upon final inspection approval by Tukwila building inspector. 12: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Department of Public Health - Seattle and King County (206/296- 4932). 13: All electrical work shall be inspected and approved under a separate permit issued by the Washington State Department of Labor and Industries (206/248- 6630). 14: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila doc: Conditions D04 -441 Printed: 02 -07 -2005 • City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 15: ** *FIRE DEPARTMENT CONDITIONS * ** 16: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 17: The total number of fire extinguishers required for a light hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 3,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (2A, 10 B:C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 18: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand -held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 19: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) 20: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 21: ** *SPRINKLER SYSTEMS * ** - IFC Chapter 9 - NFPA 13 and 25 22: Maintain sprinkler coverage per N.F.P.A. 13. Addition /relocation of walls, closets or partitions may require relocating and /or adding sprinkler heads. (IFC 901.4) 23: All new srpinkler sysetms and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and /or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050) 24: All sprinkler system plans, calculations and the contractors Materials and Test Certificates submitted to the Tukwila Fire Prevention Bureau must be stamped with the appropriate level of competency seal. (WAC 212 -80) 25: ** *FIRE ALARM SYSTEMS * ** - City Ordinance #1900 - NFPA 72 26: Maintain fire alarm system audible /visual notification. Addition /relocation of walls or partitions may require relocation and /or addition of audible /visual notification devices. (City Ordinance #2051) 27: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2051) (IFC 104.2) 28: Call the Tukwila Fire Department at 206/575 -4407 for approval of any system shut down. Have job site address, name and the Tukwila Fire Department Job Number available to confirm shut down approval. (City Ordinance #2051) doc: Conditions D04 -441 Printed: 02 -07 -2005 ti City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 29: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 30: Accumulation of combustible waste material is prohibited during the demolition phase of this project. Remove and properly dispose of all waste material prior to the close of the working day and as often throughout the day as needed. 31: These plans were reviewed by Inspector 510. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: Conditions * *continued on next page ** D04 -441 Printed: 02 -07 -2005 Print Name: 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. P u\e_ I L i D04 -441 as outlined. All provisions cancel the provision of any of law and ordinances other work or local laws Signature: & (JO 8 / ( Date: 2 ` 7 - o S Printed: 02 -07 -2005 fisi��cu� hs 'Y OCA3?Y� ,. . !t2ASi� ? i .vZi i:;i; Site Address: 175(9t 561.4-n4 Cge c-FO i tt1K tu+►Wa •, Suite Number: 14 /Pr Floor: hike• Tenant Name: rbe.000.4 e01 +' YATI"t ' %'31" GR t470 New Tenant: ❑ Yes [ .No Property Owners Name: 15000414 G ae tie 1 r1c. . Mailing Address: 100 ?Apvt,M •AAXA. Pstrrseb le- 1 M City y ,t 'klr IV F g0 VAC:T PER6 amonmaF: A - ,,� Day Telephone: 9 1'5 -L9g — 9;151 rr Mailing Address: 1 D9S I ,t�lA - • 4 uttl . 700 QV u n Page t!— ( o W z10 City Zip Q Fax Number: ,13 ' - •tO State (2-? Name: k �T �%1/Y4A71 E -Mail Address: (u'- t K• iv • ]N RCRAG{O nti •.. ; ,, ..y�•ti"r•S,.r. • i r` . .� t ri., . _.: . 5 x. g r . t•. x ti w... •a ..b t . � • • L. I. .�)... �`ar •k,. • z �.. �• q., S.. y�.. �. ....8.4.+/f2`���y��it�iRltC't`i «'h1tN.)�...•r�...it it ' t:Sf4x1 , i , �a+:ji , ' ' i on . T •'!a' > � h anc C tr.'tie t r• l : i id,on.ack: a e °O y y t\ .,t •rga. >�•,i ' � k {� ( M p t 11 i ¢ !'{ .. t'r• ∎l' 4 'Oi9i { b � � ��n lJ 1 � t' 3tv .A: "i f M��t 7Sk `�. lL � ,�3 4 t il ' x' � .� t.�k., ".>r.Aa.lr,>��� � w:.:.., fn ��1 <; Y t+•: :� r,i7�2 2 '•A:rac... •o:?'. s ic..... Company Name: -F 5. Mailing Address: Contact Person: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** TT:Pt C zi' [,1T ► ;QI ni natt Company Name: Mailing Address. Contact Person: E -Mail Address: 1t1171r1711rd'1L' lixO�t 'ails: ins wet'sfa npe8:by ?Erigipeerlo `Recor► Company Name:, Mailing Address. 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'notbe accepted through the mail;or by. fax.. * *Please Print ** K 1-4 P .1 x !estatitped z7y: ;i'vi �•: ?tom' "•..' City City Contact Person: .. rchttec `sot ecor.' Day Telephone: E -Mail Address: A srtuu.o r,44,1 • Fax Fax Number: %applications\pannit application (7.2004) Pace 1 °,or ceuse'oti King Co Assessor's Tax No.: 026 , y^ ?D6 Day Telephone: 7!4', ' :: State State igio Zip Zip City State Zip Day Telephone: 1 13-4011 43i b` Fax Number: q13-611- R State Zip �+ p��l`--Z4 g 1 ��- r12, U1 '" 71 w IIliI1Gl y' :�' I FO:. :: w , ,,. N � RMA�I�ION� -�206 !Qjif k£ i 2 paa:. +. �k !i :C ir:7 ;; .4.9riK'r (? 'j:•- G1iX'.'..: ,, ,.t}ritip \v ,:f:t "t {ls:J! "' 5: % }.' :'�.44 {.�,hr•brt;:i4.) .. ��I'd ik.,i.a . c ,ir <{ �:.., ._ F �.J.:S! `..� r.ta.,., ! s. .;�>>• ;• ... lnpplicnfiona\ponnil opplicmion (7.2004) Valuation of Project (contractor's bid price): $ 58,0 • Existing Building Valuation: $ ( WO. coD Scope of Work (please provide detailed information): rf,IDO i.. STIe ISTRAt QamTK Cv-t tt� Aou., Da Zeo►i (9L W, r) . - tic er a t r.r, G!.t,tAe sags ft-t4-0 P - Au, Cm e. ' wit ote Fr-41H-r s J Z ?p ' Pe u , % 4E5 tki 6101140.t. Cem4vrAcr. tri ,bl 75D, t;eL 41 P�-t • Will there be new rack storage? ❑ .. Yes J..No If "yes ", see Handout N.o. for requirements. EXi STtrbte Ta (REM A4M- . Provide All Building Areas in Square Footage Below Paae 2 InOD P(-Ltt ate ' sa ,1" Floor:. • 2"°,Floor :3' Floor `;` ; .Floors ;Basement:; :.Accessory Structure"` I•littachedGara ;;DetachactGarage Attached'C Ciro ::Detached Carpo, ;:;C Uncovered Deck' lap sr. t Pc• rH rt� k Interior Remodel 1 67,0 s F. Addition to Existing Structure New Type of Construction per IBC Type of. Occupancy. per IBC 7 7 - 7 PLANNING DIVISION: M /Ac. 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? ❑ Yes y' .. No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: ( 91"�,{,t �p,, TO go:110 -. (.Sprinklers [.Automatic Fire Alarm ❑...N o ❑...Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ ...Yes ...No If "yes", attach list of materials and storage locations on a separate 8 -1/2 x 11 paper indicating quantities and Material Safety Data Sheets. e,, i 4- s1 p P t*,s - iksvAs- , (3A Sivavvrnto b 9�p. - Mrs - 9 - sPPf-P-+1Yro- C6 € - sf ‘U6- . ORS S : P Yt 10�1: IT TN VI 4 T T ( 1 r'nv t S iw.�i?9,? iP ii;' tv:•;q:t • •,•.•.f0s4:,:) • 1ri:. >: Y:ji::�rv� :;I :�� •� • y: ?::. k ;;{ jr1 � :J,.. k 3�. ! s ; �r � t ., � .. � �i :.i; t. ^. •. i t:. 540, Scope of Work (please provide detailed information): Water District STI/bket rt r �, ❑...Tukwila ❑ Water District #125 ❑...Water Availability Provided b Sewer District VA(Geo'TV6{rei KARMA ❑ ...Tukwila ❑ ... ValVute ❑... Renton ❑ ... Seattle ❑...Sewer Use Certificate ❑...SewerAvailability 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): /ik ❑ ...Civil Plans (Maximum Paper Size -22" x34 ") / ❑...Technical Inbrmation Report (Storm Drainage) ❑... Geoteclmical Report ❑ ...Traffic Impact Analysis ❑...Bond 0... Insurance ❑ ...Easement(s) 0... Maintenance Agreement(s) ❑ ...Hold Harmless Proposed Activities (mark boxes that apnlv): �1� ❑ ... Right -of - -way Use - Nonprofit for less than 72 ho s 0... Right-of-way Use - Profit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance 0... Right-of-way Use— Potential Disturbance ❑ ...Construction /Excavation/Fill - Right -of -way Non Right-of-way ❑...Total Cut cubic yards ❑... Work in Flood Zone ❑...Total Fill cubic yards 0... Storm Drainage %applicaliona'pennil npplication (7.2004) Call before you Dig: 1- 800 -424 -5555 'Plea Public Works Bulletin #1 for fees and estimate sheet. 0... Highline ❑ ...Renton ❑ ... Sanitary. Side Sewer ❑ ...Abandon Septic Tank ❑ ...Grease Interceptor 0... Cap or Remove Utilities ❑ ...Curb Cut ❑ ...Channelization ❑...Frontage Improvements ❑ ...Pavement Cut ❑ ...Trench Excavation ❑...Traffic Control ❑ ...Looped Fire Line ❑ ...Utility Undergrounding ❑...Backflow Prevention - Fire Protection " Irrigation Domestic Water " ❑...Permanent Water Meter Size... WO# ❑...Temporary Water Meter Size .. " WO# ❑ ...Water Only Meter Size WO# • ❑ ...Deduct Water Meter Size ❑...Sewer Main Extension Public Private ❑ ...Water Main Extension Public Private t. FINANCE INFORMATION, • Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑...Water ❑...Sewer ❑...SewageTreatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: City state Zip Water Meter Ram d/Billing: Name: Mailing Address: State Zip Day Telephone: City Pace 3 Milt :Type. :: . ': 'Qtr:;1,} ltrType ;Qty :: Unit Type : Fire Damper : Qty . Bdiler /Compressor: .. 0 - HP /100,000 BTU .Qty' Furnace <100K BTU Air Handling Unit >10,000 CFM Furnace >100K BTU Evaporator Cooler Diffuser 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Thermostat 15 -30 HP /1,000,000 BTU Suspended/Wall/Floor Mounted Heater . Ventilation System Wood /Gas Stove 30 -50 HP /1,750,000 BTU Appliance Vent Hood Water Heater 50+ HP /1,750,000 BTU Heat/Refrig/Coolin^ System Incinerator - Domestic Emergency Generator Air Handling U hit <10,000 CFM Incinerator — Comm/Ind Other Mechanical Equipment PE RM INFO �„�,,, ,,,. • �T RMATIO 20`6:= 431= 36 :,,.,,, MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address; City Contact Person: Day Teler,tone• E -Mail Address: Fax l' Contractor Registration Number: lzk piration Date: * *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): $ Scope of Work (please provide detailed information): P -sr^ns eta (Ar cs . A�oT pa. P + It ac Residential: New ❑ Replacement ❑ Commercial: New ❑ Rt placement Fuel Type: Electric ❑ Gas Other: 5'1164 rU Pwl -1�Ai� � 9� ive- �D 7140c- P Id�c'�- tPU���r, �r.�— tks'Neti- Indi ate type o mechanical work being installed and the quantity be ow: b ti t{s7 L24 o" ,tr'_ :t _r } j g ?sit i s yy -E I T A;P ;IG TtO:N OTE .-� � � � '[�y�.4 Y'^.- '-Sul. � +K•�9`: " <st i �. ,�,�,,•• r�1. ,k�'�L , .•'l .�; w .,�Sr uf : g„ ...�. {g•4rS I } 'v, � i1YZ::3 +; ig a d ,, i ; . 1 .. `aF+ },s'r�.�•..r3':7� >. �`..,.p','2•t;�a1.��'.�? 1f.Jt"a.,_...r,..Ra:ax,`:.c t�•fi�.. .tiL�,w.,. ►np�icable; to a1:� erm�ts:',in hcati q( ,.. . �l c ll.; < . ?ti xo � l H,.' <��.t „ N,i.:C�i•�..; j 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 Sectioi 107.4 of the Uniform Buil • ing Code (current edition). No application shall be extended more than once. I HEREBY C RTIFY PENALTY OF ' RJ BUILDING 0 t 7 A T. • RIZED AGENT: Signature: AT I HA ' READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER Y TH AWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. Print Nam . �' ( Lb Utz_ Day Telephone: City Mailing Address. Date Application Accepted: la pplicnlionetpcmtit application (7-2004) (- L- Poe.. Date Application Expires: Pace 4 ■ State Zip Date: \ lb\ 0 6 1 13- -(m49 - 51FA S. GL\ State Zip Staff Iu�als: i doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Payee: STEVE WALL - CASHIER'S CHECK B OF A RECEIPT Parcel No.: 2623049067 Permit Number: D04 -441 Address: 17501 SOUTHCENTER PY TUKW Status: APPROVED Suite No: Applied Date: 12/14/2004 Applicant: SEATTLE'S BEST COFFEE Issue Date: Receipt No.: R05 -00147 Payment Amount: 575.11 Initials: BLH Payment Date: 02/07/2005 12:34 PM User ID: ADMIN Balance: $0.00 TRANSACTION LIST: Type Method Description Amount Payment Other 575.11 ACCOUNT ITEM LIST: Description BUILDING - NONRES 000/322.100 STATE BUILDING SURCHARGE 000/386.904 Account Code Current Pmts 570.61 4.50 Total: 575.11 9673 02/08 9716 TOTAL 575.11 Printed: 02 -07 -2005 Parcel No.: Address: Suite No: Applicant: Receipt No.: Initials: User ID: Payee: TRANSACTION LIST: Type Method doc: Receipt Payment R04-01674 SKS 1165 ACCOUNT ITEM LIST: Description City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431-3670 2623049067 17501 SOUTHCENTER PY TUKW SEATTLE'S BEST COFFEE H. C. KLOVER ARCHITECT Check 1379 BUILDING - NONRES PLAN CHECK - NONRES Description RECEIPT Account Code 000/322.100 000/345.830 Permit Number: Status: Applied Date: Issue Date: Payment Amount: Payment Date: Balance: Amount 539.48 Current Pmts 102.17 437.31 Total: 539.48 D04-441 PENDING 12/14/2004 539.48 12/14/2004 02:49 PM $575.11 )71. fi TIT; TAL 5 6:!.: ••-• 2 Printed: 12-14-2004 Pr Type of Inspecti�o - n n Address: ' j1 ��/ Sr( r Pl.- Date Called: p_c - 7 , 2 ,--- Date Wanted tn. Speaa 1 .(97 Instructions: 1 V +' y„ 1 / / -_ -_ Requester: . 6 "'� ( ( X - 5 7 5 - 9 f ta co INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 *proved per applicable codes. INSPECTION RECORD Retain a copy with permit Do '-iii-ii PE IT O. (206)431 -3670 Corrections required prior to approval. COMMENTS: 1-7/9-...<" '7/ Date: Inspect ,/ A ( 0-,7 $58.00 REINSPECTION (i E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: P t' t • li ( ��� I S Typ f Inspection: /� ~u � ( / - O/ A dress. r ib ' 5 ,c , f • Date Called , ( (0 C 0- Special Instructions: r Date Wanted: ^ /. � Arun Requester: Phone No: 1. } I W 7c V504 INSPECTION RECORD Retain a copy with permit INSPECT! I N NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 E6 • -• •r 't ' 7 (206)431 -3670 Approved per applicable codes. I I Corrections required prior to approval. D $58.00 REINSPECTION F REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. SS COMMENTS: Inspector: Date Receipt No.: Date: 14 COMMENTS: Q t C c co.,/y/ Type of Inspecti rl: � 7 Address: 1 "7 ST \ 7 -C , -fki D ate Cal / f), I --v 05 Special Instructionsn '' '�'{ r � )0 • 0b ,.. � �_ -- f / t = �'�L�c.�c�C b tae "� J,), . ( 'e 0.- 4 A' { ►tJA 1 — d`166 M 2) — t I" ervekf, 1 0- p a► ci S A t o../c <. --- Project '� Y4t- t C c co.,/y/ Type of Inspecti rl: � 7 Address: 1 "7 ST \ 7 -C , -fki D ate Cal / f), I --v 05 Special Instructionsn '' '�'{ r � )0 • 0b ,.. � �_ -- f / t = �'�L�c.�c�C b tae "� Date Want . 7 � a.m. a ,, l D5 c'� - mx R Pho a No: ^' 3 1 1 -- L C.. o/ '- (- 95 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approde'd per applicable codes. INSPECTION RECORD Retain a copy with permit _ ctor: ,4;b11." 1 `l .-k = ' $58.00 REINSPECT N FEE REQUIRE . Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. 7 !s S' ir€/J prior to appr val. Receipt No.: Date: 206 431 -3670 Date: 2 _ Z5 - dS` kK Project: S i A 2 6 IC cm Type of Inspection: L. I c 144 -i nK- ecnu -► ✓vii Address: I ? l SC p y Date Called: J '2 - z'S Special Instructions: Date Wanted: 2 - _- 0 a.m. p.m. Requester: e ? i4., .0f Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Date: 7.00 REINSPECTION EE REQUIRE[: Prior to inspection, fee must be aid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: e I 34S 06 Type of Inspection: (AM 1 16a,a- K 6 Address: 1 1 S.C. plL,udy Date Called: - Z.s - O S - Special Instructions: Date Wanted: Sa `Z - 2 - US -- Requester: T Phone No: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit DoLl 2 1 -3670 LI Approved per applicable codes. Corrections required prior to approval. COMMENTS: 1 t� Inspact Date: — Z.3 os 7.00 REINSPECTION FE REQUIRED. j'rior t� inspection, fee must be paid at 6300 Southcenter Blvd., Suite 1 0. Call to schedule reinspection. Receipt No.: Date: Project: Type of Inspection: "› 1.4 S PE-"Ice 0..J e 1 ( t 0 Address: t 5 O 1 S. !. P 14- . W &. Date Called: 5 x. - )..> - a 5 ,,--.. Special Instructions: Date Wanted: Ci .- Z) 0 Requester: 5 Ti tit Phone No: �.[cv+S:'.nllit� yYini4� >V::;YI:�1wia; . INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Da '-i -uyl PE: (21 6)431 -3670 S Approved per applicable codes. D Corrections required prior to approval. COMMENTS: Inspe Zvi/IAA-, I )4 A WJrx Receipt No.: Date: 2 i $ 7.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be a id at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.- Date: P7 P(e ct : LL,/ ■ . t:. X111`. 7y of Inspection: / 1 --� !i ' •1' Jr ( I f I ii A. , ress: ' 11 5.( r PPuy • Date Cal le ,, : 5- ) eaa Instructions: Date Wanted: / j �{ (� 1 I a ... uester: Requester: q Sii°,1i - � "� NO. CI OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 El Approved per applicable codes. INSPECTION RECORD Retain a copy with permit C orrections required prior to approval. COMMENTS: /1/6 (' c . =� f L- C . -M > (Q il/r r: (v o / 2 G.•tf CA- 8.00 REINSPECTIOPi FEE REQUIRE aid at 6300 Southcenter Blvd., Sui Date: ./ �. Prior to inspection, fee must be 100. Call to sechedule reinspection. Date: Proj c t: d J Type of Inspection: . Address: /7.50/ So eey /c(..«.41 ,5 Date Called: / c ,%,- � Special Instructions: Date Wanted: ' /d " d m, ( .m. Reques er ,, :: .,,rr Phone No: ..36 6D/- 7 3 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISIO 6300 Southcenter Blvd., #100, Tukwila, WA 98188 coq- qq/ IT NO. (206)431 -3670 COMMENTS: Date: 0'0 Approved per applicable codes. El Corrections required prior to approval. $58.00 REINSPECTION I EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: COMMENTS: Type of Inspe n: . v7a.in(,a -) l ' s , 7A/74 -1'I 6/1 /.1 l�'�� .%1 .. 5 /..40.11. � t ma Special Instructions: / 1. S f� ,/. . t .r. 7 /V, I h:' 1-VA-7, I7 I .5 /V, ,r Yi1 .. / 4 J .1 - /44- 1* c 0 e �al� ,de ,,' -. 7 1 S ) / i e SC , S 7Li 5-/ ' Z , ' fo 4 ) ,4) a ` C / , i -1..1A ✓ / l'' /--) i Proj 4t: , _DCc.7 4? ,S & S 7 (,)//x4-. Type of Inspe n: . v7a.in(,a -) Address: 4(J / 7.,1 D/ S <.�, iim / Y Date Called: Special Instructions: Date Wanted: . Requester.: -., _ 77V Phone No: '7 G INSPECTION RECORD e ik . I Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Ap per applicable codes. Inspecto PE Corrections required prior to approval. Date! . 4 , 0) (2 ' 6)431 - 3670 E $58. REINSPECT! FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southce ter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: Air Prr /, ( Type of Inspection: / M,, Adess Date Calle Special Instructions: H ✓ 41 6e fl/) YLi, 't( 4 . Date Wanted: , 2 p.m. Ca.r Requester: 4 ,, n Phone No: CPO — 6'O / iq li t INSPECTION RECORD Retain a copy with permit ION INSPE NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 COMMENTS: Inspecto D � 1 } Do . Li:- , ifLt ( PER ,. 1 (2 06)43 1 -3670 Approved per applicable codes. Corrections required prior to approval. $58.00 REINSPECTION FEEASQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter BR., Suite 100. Call to sechedule reinspection. Receipt No.: Date: • . . < .. . . r . .. ": ' '''. ''''' ' '''' 71 1 ".17, .;e i '''.7' ' 7' ' '.1 77:7577,577:r17. .7 ,,,,, ; , :;.D. , ....„,r - ;11.,(4 , y,e4 , 1 , , ir ■ A: , . - .7 3 .747:10-4B+ $ ' •! • ' ■.. - ' '• • . - • .,' ' • Fire Department Project Name Secr'd. Address 1 7 . ) - ea ritre 144 Retain current inspection schedule Needs shift inspection Approved without correction notice. Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre-Fire: Permits: FINALAPP.FRM City of Tukwila TUKWILA FIRE DEPARTMENT FINAL APPROVAL. FORM i1 I 4vaike. Authorized Signature Date Steven M. Mullet, Mayor Thomas P. Keefe, Fire Chief Permit No. 00 -4 1 1 1 0 -02 7 X K Suite # 1 Rev. 2/19/98 T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206-575-4404 • Fax: 206-575-4439 F. 02/09/2005 04:29 206 - 522 -6698 FaX OaU -wcs 6666 Woodlawn Ave NE #206 Seattle, WA PH. (206) 626 - 7660 Fax (206) 6224000 To: Phonon Ree Col/Ls 'fYk.ef ENGINEERS NORTHWEST PAGE 01/03 Engineers Nor'Lhwes L From Allen Tucker Date: /. -1_0s c 17 (//41--eva, elovei —#lucf O o L f_ t FEB ,g 2005 nrr Z iF Z • w 6 O 0 a = w L a = a I- al Z = Z LLI U O O ( O 1- w • o u_ r 6 .. Z w U= 0 z DATE February 9, 2005 JOB NO 05000017 PE= EGT Seattle's Best Coffee LOCATION 17501 South Center Parkway CoNrRACroI WCS ovrtaci WEATHER N/A TEMP. N/A TIME PENT AT 817E Steve Wall — WCS Allen Tucker — Engineers Northwest EN\V ENGINEERS NORTHWEST, INC., P.S. STRVCruitAL. ENGINEERS - 6869 WOODLAWN AvE, N, E.. SEATTLE. WA 98115 (206) 525-7560 FAX (206) 522.6698 FIELD REPORT TO: ATTN: 02/09/2005 04:29 206- 522 -6698 Western Construction Services 4612 NE Minnehaha Street Vancouver, WA 98661 Steve Wall ENGINEERS NORTHWEST PAGE 02/03 THE FOLLOWING WAS NOTED: I visited the above reference site on February 9, 2005. I noted the following items: Observation of light gage steel framing. Framing deviated from details 7 & 19 on Sheet A2.3. As -built framing needs to be modified as detailed below and shown on attached sketch. • Diagonal brace south head wall @ 48 "o /c max. • Diagonal brace outer 22' -8" radius head wall @ 48 "o /c max. • Add (4) 20 GA box support struts ® inner 10' -6" radius, align (3) with bar joist above. See attached sketch. • #8 Self tapping screws are acceptable,in- lieu -of #12 as specified. While this report makes reference to observations of certain items of work, it should not be construed that other work not mentioned was acceptable or even observed. It is the contractors responsibility to see that all work is completed in accordance with the plans and specifications. COPIES TO: Clint Evans — Klover SIGNED: Allen Tucker, P.E. • illIPPIO4g1 • 00110 r •. 0 1.75 A JA 111117. %C1 11111 , A rrl WAIN Froviedz di breteolu e - ryes I I: - •.:*".•:_r• 1 tz..tsr.,meg3 DUIRESmAt .1 REFLECTED CEILING PLAN O CAFE SERVICE SOFFIT DETAIL UGHTUIG SCHEDULE I 117.I.M7v: . 0 - PaZ <pm. ;74 V6113.. I • 7711 EA:0, tic. 0.11,13,.. 7 CV !4 )151 71; :At 1, 11 s tititS. ;13.41 7 Ets!. V.71 CP= 771'2..7N 77t :N.• 4 kYlqi.s 20 64 la0151 itYC tf > IIT-716573/: t 1:417.1.7.711t117 IF I W72 rtf..7 a. vt3s tntn assiv.7 •11II I.715t to$717t4.174 • re:xim ?H tfl =ALA's) 17 =Tr,. t 7.1) i' 5.1 girt NC t I 3. 1 , r; ttIest- MUI c•r 11. .7 4 s ) . et,c :X ej) : lAt t 11 ha as-. 0 . 711,1 S -70/1.71C4,1-- 7171( 1:"S.I7ItfaI •G:f Cr 36 'L 41.101. I. tin:N31 3' Mitt 1' A a c( Per. e-Ant+ (4) LP (4+ 04 5 6C114 - 117 hcM: 64 "' OVA aftf 64$2 aotsr AONE .014 I-4o Fo) 1143■ a kG 07.11 41.11It 71.34 GENERAL NOTES t ft Fa 2E-yr:Am., 07:7 Jta 1: ar r lug ,ses4 s r - 7A .1= 5 rm. - 7 ; t •r. - _ .M.7.1=-'01.1 NS" E *77 7 7 • .71t tririprivxu,s7:1.N_E nit te Ise .79137 IC -M VI.s:tv; I•st V.:Pt:sr.! !..K 2.14.11. ti rt.& 1 . .7 . 1. 7 t.11. 7 31• . .7 C. '51' 1,4 IC' -zet "NIL iE 7 773 if! za:r atr...IL:si:11:S-r-3. 3 v • 111..1:71-:7_, it 117.-;,:rEs Ars. Fl-nU 3ffr 0 -! • - •rruc 0 :el mcc. 7 A, tron 7r71 It 7 tot.:1 WC. - T . s 07.). GIC:=1V4:7, 0 0 ipT11: s.747.5 I 3 . 7 % 7 ' , 31 •57:7 .tt tst ES: .231 3 1, ts. 0 4 b *.r. •W 1 0 WI' %It-Dr sl ? EEC WEIR 1111 LE 1.17.33.1: Is>16 '3 37 t.,...74 .74,42, ,C 1,71.1c1.:C. fl ces, .C1: .PM:.s_ fa WItt Zititi :tW, :rx It.? St /••f ". ' "."--1 KEY NOTES v Jt 313 , s XS sICs Cs. I A NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. V W 13 S1 . ; : tr ... ± -.. :.7a tki7. .--szt7 :7143r: .•c CEILING LEGEND 7 CAFE SERVICE OFFIT DETAIL SCAM 311'. 1 7.4:1177 ILI4E7C 1 C..29, t 7 . :v1 Sr 1.4-111.• -r:LLa 1. svP,7 71: 1 sr :E tuttL74111C 'ff c J R ARCHITECT Mr. Ken Nelsen Senior Plans Examiner Tukwila Building Division City of Tukwila 6300 Southcenter Blvd, Ste #100 Tukwila, WA 98188 (206) 431 -3670 RE: Seattle's Best Coffee 17501 South Center Parkway Suite 200 Tukwila, WA 98188 H.C. Klover Job No. 04060.012/00001/05/A -3 Dear Mr. Nelsen: January 11, 2005 Re- issued January 19, 2005 We are in receipt of your comment letter dated December 23, 2004, and have responded in the order the comments were received. You will find your comments in bold and our responses in italics. 1. Provide framing connection details on a revised plan sheet, showing the attachment of the proposed suspended ceiling soffit framing to the existing roof structure. The connection details must reference the adequate support of the suspended soffit framing elements. Attached are revised drawings with additional information added for connection hardware. Also added was a deflection detail to show how the studs are to be connected to the roof structure. Refer to sheets A2.3 and A4.1. This concludes our responses to your comments. If you have any questions or concerns, please feel free to give us a call. Your immediate attention is appreciated, as SBC is anxious to start construction. Si erely, H i Klov- r Ar itect C. Klover ent cml CORREC ION LTR # � Do4 (4J 10955 Lowell St., Suite 700, Overland Park, Kansas 66210 Te1.913,649.8181 Fax 913.649.1275 www.klover.net CC: Dave Clearwood Lisa Hollo Jerri Bowman John Lowry Clint Evans File Borders, Inc Borders, Inc Borders, Inc. C &T Design HC Klover Architect P:\RETAIL \04060 \012 \Info \406012 KNelsen_big. 05_0111.doc QQ � :U O! co W W = i F-, W O' g N om: F _'. Z . HO. 'ZF- W ;O W ` • mU O . ui - i O z December 23, 2004 Mr. Clint Evans 10955 Lowell Avenue, Suite 70 Overland Park, KS 66210 RE: CORRECTION LETTER #1 Development Permit Application Number D04 -441 Seattle's Best Coffee — Borders Books —17501 Southcenter Parkway Dear Clint: This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I. have enclosed comments from the Building Department. At this time, the Fire, Public Works and Planning Departments have no comments. Building Department: Ken Nelsen, at 206 431 -3677, if you have questions with regard to the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other . documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted throujih the mail or by a messenger service. If you have any questions, please contact me at (206) 433 -7165. Sincerely, Stefania Spencer Permit Technician encl xc: File No. D04 -441 city of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431.3670 • Fax: 206 - 431 -3665 Building Division Review Memo Date: Project Name: Application #: Plan Review: An initial Building Division plan review has been conducted on the subject permit applications. Only one significant concern was noted during the review. Please address the following comment with revised plans, specifications and /or other applicable documentation. 1. Provide framing connection details on a revised plan sheet, showing the attachment of the proposed suspended ceiling soffit framing to the existing roof structure. The connection details must reference the adequate support of the suspended soffit framing elements. No further comments at this time. • Page 1 Tukwila Building Division Ken Nelsen, Sr. Plan Examiner Dec. 22, 2004 Seattle's Best Coffee building permit applications D04 -441 Ken Nelsen, Senior Plans Examiner fidu.S:H:s}c:+inL; Joanna Spencer - Re: 17501 southcenter iiy SBC Espresso inside Borders TI Page 1 From: Richard Takechi To: Joanna Spencer Date: 12/15/04 3:42PM Subject: Re: 17501 southcenter Pkwy SBC Espresso inside Borders TI I show Borders having their own 2" water meter. »> Joanna Spencer 12/15/04 03:26PM »> Does Borders have their own water meter ? Are they current on their backflows? do they neeed an RPPA on domestic ? Any upgrades needed for irrig, is AMR needed ? Thanks, Joanna DEC x 72004 p udClC W 4 , ORkS DEPARTMENTS: Buil Public Works ❑ PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D04 -441 DATE: 01 -20 -05 PROJECT NAME: Seattle's Best Coffee (ci Borders Books SITE ADDRESS: 17501 Southcenter Parkway Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision #after /before permit is issued Complete Incomplete ❑ Fire Prevention ❑ Planning Division Structural ❑ Permit Coordinator DETERMINA ON OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 01 -20 -05 Comments: TUES /THURS R TING: Please Route Structural Review Required ❑ No further Review Required ❑ Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 02 -17 -05 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 Public Works ACTIVITY NUMBER: D04 -441 DATE: 12 -14 -04 PROJECT NAME: SEATTLE'S BEST COFFER (BORDERS SITE ADDRESS: 17501 SOUTHCENTER PY X Original Plan Submittal _Response to Incomplete Letter # Response to Correction Letter # Revision # afterrbefore permit is issued 1 DEPARTMENTS: Buildir5 vision +i � � IZ - ZZ� I If 1240'0+ PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Complete Incomplete ❑ 610 !4t'tX /1 Fire Prevention [�] Structural ❑ j h16L, 12104 Planning Division Permit Coordinator K DETERMINAT ON OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 12 -16 -04 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROyUTING: Please Route L1 Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: DUE DATE: 01 -13 -05 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) (Jv Notation: APPROVALS OR CORRECTIONS: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: /.2 7,2819 Departments issued corrections: Bldg 10 Fire ❑ Ping ❑ PW ❑ Staff Initials: S I,1 , tvwli•}.✓....: J n kM ' xi.. sJivi ..ay.Si�>..a:a:r�bs:�l7Jfkrtt Documents /routing sllp.doc 2.28 -02 PERMIT COORD COPY DATE: Contact Person: Clint Evans City of Tukwila \applications\l"orrns- applications an linelrevisian submittal ('rnate& R -11 -2004 Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone; 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http : / /www.ci.tul cwila.wa.us Project Name: Seattle's Best Coffee @ Borders Books Project Address: 17501 Southcenter Parkway Sheet Number(s): S 4 A-4. 1 • "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: t- Entered in Permits Plus on /-21)10.r Steven M. Mullet, Mayor Steve Lancusler, Director i ISION: SUBMITTAL i Revision submittals must be submitted In person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: / —�Zc ' Plan Check/Permit Number: D04 -441 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Phone Number: _ ! 13-6 +dt S-/ c� / Summary of Revision: /4-A42.47-64.1. •evlie_ C-0" ed.:4 S IIIQ +-GS 64'1' ir • FTU init4 • 20,06 License WESTECS162R8 Licensee Name WESTERN CONSTRUCTION SRVCS INC Licensee Type CONSTRUCTION CONTRACTOR UBI 600602277_Verify Contractor Premium Status Ind. Ins. Account Id Business Type CORPORATION Address 1 4612 NE MINNEHAHA STREET Address 2 City VANCOUVER County CLARK State WA Zip 98661 Phone 3606995317 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 12/28/1984 Expiration Date 9/16/2005 Suspend Date Separation Date Parent Company Previous License WESTECS191 R8 Next License STRUCSl9.7_ZMC Associated License Look Up a Contractor, Electian or Plumber License Detail Find a Law or Rule Get a Form or Publication Look Up a Contractor, Electrician or Plumber General /Specialty Contractor ;A business registered as a construction contractor with LFti to perform construction work within the scope f of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. License Information Business Owner Information Name Topic Index I Contact Info ._ Home Safety Claims & Insurance Workplace Rights Trades & Licensing Role Effective Date https: / /fortress.wa. gov /lni/bbip /detail. aspx ?License= WESTECS 162R8 Page 1 of 3 02/07/2005 I z7 SEATILES I or- IF SEATTLE'S - BEST COFFEE . 2401 UTAH AVENUE SOUTH '',EATTLE. WASHINGTON 88134 (206)318 - 1575 '-IESE PLANS AND .>PL:.IFIGA:' AS ALL. AS S EATTLE'S BEST COFFEE NAME AND LOGO. TRADEMARKS AND DESIGNS ARE THE EXCLUSIVE' rPOPERTY OF STAR9UCKS CORPORATION. ANY P E PROOUCT ION. MODIFICATION. DISCLOSURE AND /OR LE _F THESE MATERIALS (OR ANY PORTION Of THEM) AITHOUT STAQP'ICKS' PPI■R WRITIEN CONSENT S STRICTLY PROHIBITED IIII f .c. A P P C I T T 10955 LONE-L. ST.. OYEA.N0 PAAW. kw4SAS Ps Ituu HIHIS Fr. itp • Ha. I[LAP.Iw E C T E C T 991TE 700 662in 6MIPS .*C. W.c, . . ' . REV . DATE 12 -10 -04 G6128 .. I .- ; DESCRIPTION CD SET , / , iCLO......:Irj4 z < ,n L) o a >- z U RO.►E NO. 4060.0 i2 S43C STORE NO. TBD ISSUE DATE: 9/28/04 PM: CE .C: BM CHECKED: CE i SCALE: :DO NOT SCALE DRAWINGS) "►HEET TITLE: COVER SHEET Al • 0 11111•111 MIMES - r Hair ISM • 411:12111111110g mar iwnu�u� � .- 0 td* ! age M I ._ VICINITY MAP A3BREVIATION AFF ACT AGOUST ADJ ALUM ANOD ARCH ASS'Y BD BFG BFF BLDG BLK'G BM BOT BRS BTHN CJ CLG GLO GLR GMU COL GONG GONT GONST CT DBL DEMO DIA DN DR DS DTL DWG EA EIFS EF EJ EL ELEG ELEV EQ EQUIP EW EWc; EXIST EXP EXT 930 FD M Above Finished Floor Acoustical Ceiling Tile Acoustical ADJUSTABLE Aluminum Anodized Architectural) Assembly Board Below Finished Grade Below Finished Floor viIding BlocKir I,w Beam Bottom Bearing Between Cabinet Control Joint Center Line Ceiliny Closet Clear Concrete Masonry Unit Column Concrete Continuous Construction, Construct Ceramic Tile Double Demolition Diameter Down Poor Downspout Detail Drawing Each Exterior Insulation and Finish System Exhaust Fan Expansion Joint Elevation Electrical Elevator Equal Equipment Each IA4a Electric Water Cooler Existing Expansioi Exterior Fiber Board Furnishea by Others F loor Dra'n FE FEC FFE FIN FLUOR FLR FRP FRT F5 FSE FV GA GALV GL GYP BD HO HM HT HDWD HR HVAG IN I NSUL INT JST LAM LAY LLH LLV MANUF MAX MEGH MEP MILL MIN MISC MLD MO MTD MTL MUL NIG NOM NTS OG OD OFGI OPNG OPT OTS PBD Fire Extinguisher Fire Extinguisher d Furniture, Fixtures E Equipment Finish Fluorescent Floor Fiberglass Reinforced Plastic Fire Retardant Treated Floor Sink Food Service Equipment Feet Field Verify Gage Galvanized General Contractor Glass Gypsum Board Hollow Gore Hollow Metal Height Hardwood Hour Heating, Ventilation Air Conditioning Inch Insulation, Insulate Interior Joist Laminated Lavatory Long Leg Horizontal Long Leg Vertical Manufacturer Maximum Mechanical Mechanical, Electrical, and Plumbing Millwork Minimum Miscellaneous Molding Masonry Opening Mounted Metal Mullion Not in Contract Nominal Not To Scale On Center Outside Diameter Owner Furnished, Contractor Installed Opening Optional Open to Structure Particle Board PL CabinetPLAM PLYWD PLUMB PNL PR PREP - Pp R IN QT Orr RA RAD RCP REF RECPT REFL REINF RELOC REQ'D REV RTU -. SC and 5F SHT 55 SCHED 5IM SPEC'D STD STL STRUCT SUSP TBD TEMP Tit TYP VCT VERT VWC UNO W/ W/O HC WD NH WDW HP WSGT HT WWF Plate Plastic Laminate Plywood Plumbing Panel Pair Preparation 'Frei in (shed Painted Quarry Tile Quantity Return Air Radius Reflected Ceiling Plan Reference Receptacle Reflected, Ref lectin Reinforced, Reinforc Relocate Required Revision, Reversed Rough Opening Roo Top Unit Solid Gore Square Foot Sheet Stainless Steel Schedule Similar Specified Standard Steel Structural Suspended To be determined Tempered Top and Bottom Typical Vinyl Composition Tile Vertical Vinyl Wall Covering Doted Otherwise With Without Water Closet Wood Hater Heater Window Waterproofing or Waterproof Wainscot Weight Welded Wire Fabric Pb n review aPAod Is subject to errors and minions. *royal of construction documents does noc authoNe. the violation of am adopted node or oidnanoe. Receipt a aoormo rya Copt and cavil= radmori.dip.d: a . eUe LA)d o,ek 2 -7 - o Ss lIAL�O�K' 0lVLSION 4 am= NEW CONSTRUCTION EXTERIOR ELEVATION INTERIOR ELEVATION vicr SECTION CUT 02 KEY NOTE DESIGNATION DOOR NUMBER DETAIL REFERENCE xxx EQUIPMENT OR FURNITURE REFERENCE EQUIPMENT OR FURNITURE REFERENCE EXTERIOR SIGNAGE REFERENCE EXISTING DOOR NEW DOOR Signage: Sign Resource Michael Schmidt ext 3002 800- 423-4283 Light Fixtures: Skip Stern Capitol Light & Supply Co. Floor Tile: Dal Tile June Seors 800 -688 -3996 Carpet tile: Lees Carpet Steve Stein 206- 619-0976 Window Treatments: T.B.D. Cafe Equipment: T.B.D. EXISTING BUILDING SHELL INDICATES WALL TYPE - SEE SHEET A2.1 FOR PARTITION DESCRIPTIONS VENDER LIST SEPARATE PERMIT REQUIRED FOR: t� Mechanical Er Electrical Oft Plumbing IN Gas Piping Qty Of Tukvgp BUILDING DIVISION • GENERAL NOTES . THESE DRAWINGS ARE THE PROPERTY OF BORDERS AND SEC AND MAY NOT BE USED fOR ANY OTHER PROJECT WITHOUT THE CONSENT OF BORDERS AND SBC. , . THESE DRAWINGS ALONG WITH THE LANDLORD'S PROJECT STANDARDS FOR STORE CONSTRUCTION, THE STORE DESIGN CRITERIA, THE SIGN CRITERIA AND THE LEASE EXHIBIT REPRESENT THE SCOPE OF WORK TO BE PERFORMED BY BORDERS AND SBC'S (TENANT) G.C. . DUE TO THE NATURE OF THE WORK, ALL DIMENSIONS SHOWN SHALL BE CONSIDERED APPROXIMATE. THE G.C. SHALL FIELD SURVEY THE SPACE AND VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS PRIOR TO CONSTRUCTION. . ALL DISCREPANCIES OR OMISSIONS ON DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF BORDERS AND SBC CONSTRUCTION MANAGER AND THE ARCHITECT, BY THE G.C. PRIOR TO THE START OF ANY WORK. FAILURE BY THE G.C. TO IDENTIFY ERRORS OR OMISSIONS WILL NOT BE GROUNDS FOR EXTRAS. (ARCHITECT MUST BE MADE AWARE OF ANY OMISSIONS OR DISCREPANCIES.) . THE G.C. SHALL NOTIFY CONSTRUCTION MANAGER FOR BORDERS AND SBC IMMEDIATELY IF THE SPACE IS NOT ASBESTOS FREE. . THE G.C. SHALL VERIFY ALL COUNTER AND CABINETRY DIMENSIONS AS REPRESENTED ON THE CONSTRUCTION DRAWINGS WITH THE EXISTING SITE CONDITIONS PRIOR TO THE START OF CONSTRUCTION. SHOULD THERE BE ANY DISCREPANCIES, THE G.C. SHALL REPORT THEM IMMEDIATELY TO THE BORDERS AND SBC CONSTRUCTION MANAGER AND THE ARCHITECT SO TO AVOID ANY PROBLEMS IN THE PLACEMENT OF COUNTERS. . ANY REQUESTS FOR EXTRAS (CHANGE ORDERS) MUST BE APPROVED IN WRITING BY THE CONSTRUCTION MANAGER OF BORDERS AND SBC. NO EXTRAS CAN BE AUTHORIZED BY ANY OPERATIONS PERSONNEL. . . THE G.C. SHALL NOT ACKNOWLEDGE ANY REQUESTS FOR ADDITIONAL WORK BY ANY LANDLORD AGENT WITHOUT OBTAINING PRIOR APPROVAL FROM AN AUTHORIZED REPRESENTATIVE FROM THE BORDERS AND SBC OFFICE. . APPROVAL OF THE TENANT'S CONSTRUCTION DOCUMENTS BY THE LANDLORD DOES NOT RELEASE THE TENANT OR TENANT'S G.C. FROM COMPLYING WITH THE LEASE AGREEMENT AND ALL APPLICABLE CODES. 10. THE G.C. SHALL OBTAIN PERMITS, APPROVALS, INSPECTIONS, CERTIFICATE FOR COMPLIANCE AND CERTIFICATE OF OCCUPANCY AS REQUIRED, UNLESS OTHERWISE NOTED BY BORDERS AND SBC. 11. THE G.C. IS RESPONSIBLE FOR ALL FINAL INSPECTIONS. 12. THE G.C. SHALL CHECK IN WITH AND COORDINATE ALL WORK WiTH THE LANDLORD'S PROJECT PERSONNEL. 13. THE G.C. SHALL MAINTAIN ON SITE, AT ALL TIMES, ALL APPROVED DRAWINGS INCLUDING ALL REVISIONS AND ADDENDA. 14. THE G.C. SHALL PROVIDE IN WRITING TO BORDERS AND SBC A ONE (1) YEAR WARRANTY EFFECTIVE FROM THE DATE OF SUBSTANTIAL COMPLETION FOR ALL SPRINKLER, HVAC, PLUMBING, ELECTRICAL AND ROOF PENETRATION WORK. 15. ALL WORK MATERIALS AND CONSTRUCTION DETAILS MUST COMPLY WITH ANY AND ALL APPLICABLE FEDERAL, STATE AND LOCAL BUILDING, HEALTH AND FIRE CODES. 16. THE G.C. SHALL COORDINATE ALL TRADES NECESSARY TO COMPLETE THE WORK OUTLINED IN THESE DOCUMENTS. 17. THE G.C. SHALL COMPLETE ALL WORK IN A NEAT AND PROFESSIONAL MANNER. 18. THE G.C. SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND REQUIREMENTS DURING CONSTRUCTION. 19. THE ARCHITECT WILL NOT HAVE CONTROL OVER OR CHARGE OF ANC WILL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK, SINCE THESE ARE SOLELY THE CONTRACTOR'S RESPONSIBILITY. THE ARCHITECT WILL HAVE CONTROL OVER REVIEW OF CONTRACTOR'S WORK PRIOR TO, OR AT THE TIME OF THE SITE VISIT(S). OCCURRENCES THAT ARE DETECTED AFTER ARCHITECTS FINAL SITE VISIT SHALL BE DEEMED THE CONTRACTORS RESPONSIBILITY TO RECTIFY PER THE REQUIREMENTS OF THE CONSTRUCTION DOCUMENTS. 20. THE G.C. SHALL COORDINATE THE SHIPPING OF ALL ITEMS NOTED AS 'SUPPLIED BY BORDERS OR SBC." 21. ALL WOOD SHALL BE FIRE - RETARDANT TREATED TO COMPLY WiTH ALL APPLICABLE CODES. 22. RELOCATE EXISTING FIRE EXTINGUISHERS. G.C. TO INSTALL IF NOT EXISTING (PER CODE). 23. THE G.C. SHALL RECEIVE, ASSEMBLE AND /OR INSTALL FIXTURES (PER BORDERS AND SBC' FINAL PLAN) AND OTHER ITEMS, INCLUDING SETTING OF ALL SHELVES PRIOR TO THE DELIVERY OF MERCHANDISE TO THE STORE. 24. THE G.C. SHALL HAVE THE SPACE CLEANED UPON COMPLETION OF THE WORK BY A PROFESSIONAL CLEANING SERVICE. 25. AT THE COMPLETION OF THE PROJECT, THE G.C. SHALL PROVIDE ONE (1) EXTRA CARTON OF EACH CEILING TILE AND CERAMIC OR VCT TILE USED. 26. COORDINATE ALL WORK WITH CENTER MGMT. PROJECT SUPERINTENDENT MUST BE ON SITE AT ALL TIMES. R v1 leggiest '"'ii' a IiN..IOOM prior ap�prv1 1 of Tukwila Ileildleg N D1E: Nations aDlrl�iow. and Kw Inducts addllionel plan IMrll c m jamit SIWIMI PIIINIT AND 1111k 111111Q111111D . GOVERNING CODES: CONSTRUCTION CLASSIFICATION: TYPE V -B OCCUPANCY: GROUP B KITCHEN /SERVICE SEATING OCCUPANCY LOAD: 38 REQUIRED RESTROOMS: EXISTING RESTROOMS TO BE USED REQUIRED EXITS: EXISTING EXITS TO BE USED NUMBER OF SEATS: 23 SPRINKLER SYSTEM: YES REQUIRED: YES PROJECT NO: SBC PROJECT NO: PROJECT ADDRESS: DESCRIPTION: TOTAL AREA: LANDLORD: TENANT: SBC CONTACT ARCHITECT: MEP ENGINEER: i • t CODE INFORMATION BUILDING 2003 IBC w /WASHINGTON AMENDMENTS FIRE 2003 IFC w/TUKWILA AMENDMENTS ELECTRICAL 2002 NEC w/2002 SEATTLE ELECTRICAL CODE SUPPLEMENTS MECHANICAL......2003 IMC PLUMBING 2003 UPC ADA. FEDERAL ADA STANDARDS ENERGY 2003 WA STATE ENERGY CODE CODES DEFERRED ITEMS: SPRINKLER SHOP DWGS SUBMITTED FOR APPROVAL BY G.C. 1,620 SQ. FT. ARCHITECTURAL A1.0 COVER SHEET / PROJECT INFORMATION SP1.0 SPEC SHT 1 SP2.O SPEC SHT 2 SP3.0 SPEC SHT 3 A2.1 FLOOR PLAN A2.2 FF &E PLAN & SCHEDULES A2.3 REFLECTED CEILING PLAN & SCHEDULE A2.4 FLOOR FINISH PLAN & SCHEDULE A3.1 SIGNAGE ELEVATIONS & SCHEDULE A3.2 INTERIOR ELEVATIONS & SCHEDULE A4.0 DETAILS A4.1 DETAILS A4.2 DETAILS 1,056 SQFT /200 SOFT - 5 564 SOFT/15 SOFT -33 PROJECT INFORMATION 04060.012 / BORDERS •126 T.B.D. SEATTLE'S BEST COFFEE 0 BORDERS 17501 SOUTH CENTER PKWY TUKWILA, WA 98188 RETAIL TENANT IMPROVEMENT (REMODEL) ING CLARION PARTNERS 1001 4TH AVENUE SUITE 3040 SEATTLE, WASHINGTON 98154 PH: 206.622.9200 FX: 206.622.5950 BORDERS, INC 100 PHOENIX DR. ANN ARBOR, MI 48108 CONTACT NAME: DAVE CLEARWOOD TEL: 734.477.1532 FAX: 734.477.1335 SEATTLE'S BEST COFFEE, LLC 2401 UTAH AVENUE SOUTH SEATTLE, WA 98134 CONTACT NAME: JOHN CURTIS TEL: 206.318.5589 FAX: 206.318.1082 H.C. KLOVER ARCHITECT 10955 LOWELL ST. SUITE 700 OVERLAND PARK, KS 66210 CONTACT NAME: CLINT EVANS TEL: 913.649.8181 FAX: 913.649.1275 TES ENGINEERING 24551 DETROIT ROAD SUITE 1 CLEVELAND, OH 44145 DAN STECKLOW TEL: 440.871.2410 EX. 12 FAX: 440.871.7954 INDEX OF SHEETS MECHANICAL /PLUMBING M1.0 MECHANICAL SPECIFICATIONS 112.1 HVAC PLAN & DETAILS P1.0 PLUMBING SPECIFICATIONS & DETAILS P2.1 PLUMBING SUPPLY PLAN & SCHEDULE P2.2 PLUMBING WASTE VENT & DRAIN PLAN ELECTRICAL E1.0 ELECTRICAL SPECIFICATIONS & DETAILS E1.1 ELECTRICAL SPECIFICATIONS & DETAILS E1.2 ELECTRICAL SPECIFICATIONS & DETAILS E2.1 POWER PLAN AND SCHEDULES E2.2 ELECTRICAL LIGHTING PLAN & SCHEDULE PUBLIC HEALTH - SEATTLE ' & KING COUNTY INSPECTION REQUIRE ON COMPLETION OF WORK PRIOR TO OPENING RECENED CiTY OF TUKWIl,A DEC 1 di 2014 PERMIT CENTER bo+441 . ..:�f.:.x.:►`!t specifications Protect r. B. Sound F... _'!• hie or substrate tor voids. GPn' and fill vc A !Fr :. veling ' :ompouni •as required C. Vacuum -.' r SubStrJt'.' and Aram` clean D. Seal sal. c2tr o' _. r rr•: r s lath filler. Lever exis'ing s.,cstrite surfaces to a'_�.eptuble r )thr- s tole! onees. E. Mechon;c•Py •':nd ui'J scarify the substr')te ti :.:'rnpietely remove oil paint, i osely bonded 'cppnrj• porticies, and corrstructior debris. F. Apply curlditl;.'ner tc' surtoces as recommended by adhesive monuf'hcturer G. Prior Tr. '. eLUrir,g Be:,e Tile Over Finished Casework: Mechanically sand and scarify the :.oust► .ate to c'orilpletely rerecve all finish. 3.02 TILE 1 1' . �1 ALLATK N - TI-ONSET METHOD A. Verify ex.stir c': r ore ready to receive wort,. Report, any flaws or adverse con:iitirns m writing to the general contractor and to the S8C Representative 8. Do not pre .e('rt with the work until conditions comply with the requirements indicated In ti iii )nufacturer's printed instructions and to ANSI 108.5 C. Install acthese.e, hie, thr eshold, and grout to T(:A Handbook for Ceramic Trle Installation, !nstuliatlon meths t as an deowtngs. ' Over existriq tile: Use latex - modified t!rns.et ac+h�sive. 2 Over wood sutstr]te: ;_Ise or some thinset Odbe'sive. • Over finished varniseed, painted, et ), vertieoi plywood: Scarify suti trcte surface with s')rrtg') -eI. ;rowel a primer coot f'' ;teecial adnesive, allow to cv 't Y. Apply notched trowel coat of specie)l adhesive ,arid the per rnonuf<)cturers r• ecommendatrons. 4. Bose Tile O ver Finished r,'asework (varnished, painted. etc. ), vertical plywood: Scarify substrate surt'ace with sandpaper Trowel o primer coat of special adhesive, ol!cw air 'f' ti. Apply notched trowel coat cif special adhesive and tile per nlartlf'jt, Curer : re. or irnerra'Jtrr:,n ,. D. Lay tile pattern iridicot•'.; (,n prawings• Do not interrupt tile pattern through openings E. Cut and tit tiie tight to penetrations through tire. Form corners and bases ;featly. Ai:ar. r C :'r t'JS:, ')r1': ,rents F ur,: t , , .rl sl wl '.� ..u,eC t , ' v or e f in , ,) allowed rn tilt? Size. Mo., o gr out G. Tire sho;' r - !,eater. ord tw sled to ensure voids imd air ceoche's are el:m.inated. H. .!l Ur.;] t,.. .'?`tar settl'1,3. Peplo. :e h_le','w so'. nd Heep e>t,'Jri : ;r)• and ronfro fl-!l grcut. .7' r r •∎r c .24 i _ U' :r ' J grouter y. C '':'T'�V J . l ; �JI' fr('•r' ttlr « J( , ?• Remove ci s avers, .,tr;r i r:' rQ5 , - se r. an In • >��r e r • .�� �,� reau r e enis o' •I TCA Handbook, AN; 1C.';8.1, or1V r' tUrt''c 1i t'ea sir t_ii ^r ' � y Gri-,ut. : 0 :.D.2 -ibc've, shot; b.' installed w tar are.). ::;train:) the Ears. a 10-1:v t • 300 :" or : centere,7 •.)n tr•• bar:- �. +r 4veii Jr . Jl r fr '; , �''!' :i. ;• t f W I '' tf, r : i e i th, • J � . ��ne '.Je: rah ., ti e Got of ell C "Y t•.) ei 2 :_ ..1. ` Ot` i_:sed I r' a l' crtrer ; t l' ,• r • •filet••. •t• W _'r, r. . �5� ' r , •_ - SS fr:;'r +1,e flip sur ' s j •: r A It" ; ar, c s _ f 9:1-8 : ( Wlt' • • t? C.• •• • -1 i`i' ,r C tl: 1 ,. e a' si deer,., 1. • E 1 A' r' :' ' ' ..: -' ,NST :,_ C •:� 1, Jr, VLOrI• from Can1::ge c ,r Olyt:J�;rnt ;'�r1. Ir + :r, watertight, without :'C'ds. .r_�::'r S. ex• :ass mortar, Or excess . • • '_, , ,n +r r._ t . b, •j1 C' , : • .St• . ' 3 'ne. oi'JnUt1(_t_rer '? fl,J �rl •ei�.'r ) •• v0'• I ...,. I . r! m;. 4 1 : unsatisfactory substrate -e s.:'utt :trajht n•= • -' • wt' 4' t -, r ' r e Ve Jev'of : nc ', ^' pan t M • ' ; r • ;E. ;LING ?, ,• f �..: ut seuler to the Urcut inirtts ,) p3 r t 0' u;h or r g. Arrow to ,T)inJmUrn ;: ` 2 rrir,,Jtes before Wif r?q ur►'Ov ex._eS' sealer frog^ oceos eel a, Fi 1N1_t f r , e ,h e d 'rtsral'•at.cn until cep'arli e permst t►affi_ over firisnee floe! s..rtace. If 'satire Is r'ecessarv, protect floor with foyer of 1/2' pewood f`r fail length of traffic pattern tape )o:res. use large rubber -tired doilies for moving heavy items or equipment. SECTION 09861- CARFJT TILE PART i GENERAL 1.01 SUMMARY A. Section Includes: 1. Carpet Tile, for installation as scheduled, furnished by SBC, instdlation by Contractor. 2. Accessories, including adhesives and of other instcllotion related items, supp led by Contractor. a. Transition Edges. B. Related Sections 1. Section 03300 Cyst in Place Concrete: Concrete substrate for carpet tile installation 2. Section 09650 - Reseent Flooring: Resilient Carpet Bose: 1.02 REFERENCES A. Carpet and Rugs Institute (CRi) 1. CRI 104 - Standard for installation of Commercial Textile r lorcovering Materials 1.03 QUALITY ASSURANCE A. Products and methods of installation specified herein ore compatible with and approved by carpet the manufacturer. B. Installer Qualifications: An experienced installer who is certified. by the Floor Covering installation Boord or who con demonstrate compliance with itt certification .Program requirements. 5 1.04 DELIVERY, STORAGE & HANDLING . A. General: Comply with CRI 104, Section 5, Storoge and Handling . B. Receive, handle and store SBC furnished carpet • C. For each material delivery complete receiving reports furnished by SBC. Each delivery shop ee inspected for domoge. M damage shall be noted on the freight carrier slips and short be forwarded to SBC immedateJy upon receipt of delivery. if damaged moterial is not reported when discovered, the Controctor assumes tuff .responsibility. D. Notify S8C bt toy defects. mismorking or evidence of damoge to carpet materials or appearance of moisture, mildew, or fungus. 1 PROJECT CONDITIONS A. Coordination: Coordinate carpet tile installation with the Work of other Sectors to ovoid delay or interference with other Work. B. Envir snmentol Limitations: Do not install carpet tile until wet work in spaces is complete and dry, and ambient temperature and humidity conditions are maintoined at the levels indicated for Project when occupied for its intended use. C. De not install carpet tile over concrete slabs until slabs have cured and are sufficiently dry to bond with adhesive and concrete slabs have pH range recommended by carpet tile manufacturer. D. Temperature: Maintain a constant minimum temperature of 65 degrees F and rraximum temperature of 95 degrees F (18 degrees C & 35 degrees C) and relative humidity between 10/ and 65e. When installing over concrete slabs the slab temperature should not be less tnan 65 degrees These conditions must be rramtained for o minimum of 48 hours, tefore, curing and after instcllotion. E. Rerncve carpet from its pockoging and allow to acclimatize to the area of nstcilotran 24 hours before installation begins. 1. er WARRANTY A. Irt,arrant corpet installation for one year from opening dote of Store becomirrg unserviceable or causing an objectionobte appearance resulting cerects including. but not limited to, the following: Re1ecse from the Substrate. �. :_ateral movement of tile. FART 2 PRODUCTS 2 . : MATE DIAL A. Controctor Quantity Verification: Estenate quantity take -off for eoch type of carpet required tor complete ins t Oi at'on. 2. Sut rnit quantity take -off results to SBC within 30 days after sward of cCrtrcc' 3. Pr':vsJe all odditer'ei materials end labor required to complete installation due to esee a•. t )r quortif.y take -off error at no additional cost to SBC. C'a•pet (:or't ►actor information orgy, material furnished to Cortroctor by ' 3e'►er : More Arecs i T ,f tA^ Loop P.ie and or Tufted Loop & Cut Rile: Solution Dyed and rnoaL,Ies ono o r E4" n'')di(;es ?icC..:rr:' • !cow:: ►, C'N .\ ..,, '•'u: VV'Jeer ° _s!t;t■; r., t. rnr■flew res'st3r't. non. _ t•7:'I.r type tO S,''t proa(ictS ( i:ns 01dlcOte'i. that C•rip■ie: with TIarnMGOivty rpge.. rer rent., for • ' :ic.(1 .,a'pet • ie loll: t` :o' !s .'r'corrnP' oea t)' ; • H" n?anUfaCt:ret pr r.,or. orcet eenestve' try ;now !•1:,<.rr e < ec'ersv1'I« . ;A isee • .- Pre:sL- e Sje- _ ,F' 4dfnp .c +tV` r :y' ' '^ j'�rI F''r .N. ;a 4 =j: ' , ., 1 t �f , • . r , ; , t', Vxe .,4 ! I r on from from JIJ t' 4 writ f'.t try II • , .. `. .. 1;•C: D . r y . °, o Ir,jJsfi •. 44 •�4`1 • eFr f air; ; ...�, FL. ? ` :46 - 88 49 or ,_'M -•pi '.�r-,• n,_t�..�' }Int,-, r "TY` ""I''tif'd by C. 3r.Pt 1. " t>550 Primer. for Unoeri(,4'Ylent" 09 Shcu-i Incisetr let, L)teerssee, SA, 1eoQ) 441 - leeet 2. "vltrcoprime 11E" Le elope' indu~tr lei, Deerfield ield E eci h, FL, (054) Seib - 8309. PART e eeFe.U'sell 3.0; Ex AM!ti,AT!' >tv A. Exrvnlne eun5trratee, or e'1E, cared eonditions for C srreilicar►c,e with rectutr•erriente for maximum rrk ri,ture c entent, olkolirlity range. it Lollaticxt toie;rranceG and otrrer conditicns caffec tine carpet tile performance. Verify trot tk strates anal conditions are e•etlsixtory for .corpet the installation and c;orrf,iiy with equirerrerlt5 epzcir'led. B. Concrete 3Ubf loore: Verify that concrete slabs comply with ATM F 710 and the following: I. 514 substrates are dry and free of curing compounds, sealers. lcrcleners cod othe . materials that may interfere with adhesive bond. 2. Test the concrete for alkalinity prior to beginning the instaiiotlon. (..beck the concrete for surface p44 at several locations. A reading below 5,0 or above 4.0 requires corrective n•)ea5ure . Specific information on the correct method of neutralizing low or high pH is available from corpet the manufacturer. 3. Test the c:vncrete for moisture prior to beginning Installation, using an anhydrous c.alckim chloride test kit. The moisture transmission rote roust not exceed 3.0 lbs per 1000 sq. ft. pr 24 hole's. Do not begin installation if an unacceptable moisture level is detected. Do not use other methods of maigture testing, as they are not reliable. Notify 5136 ki nediatelq If moisture- testing results exceed the minimum. G. Wood 5 t fIoor5: Verify the following: I. Underiayment surface is free of irregularities and sikstanc.es that may interfere with adhesive Mond or show throucjh surface. D. Proceed with installation only after unsatisfactory conditions have been corrected. 3D2 PREPARATION A General: Comply with CR! 104, Section 62, ''Site Conditions, Floor Preparation", and carpet ti►e manufacturer's written installation instructiens for preparing substrates indicated to receive carpet the installation +•- ev B. Use trowelable leveling and patching compounds, occordrig to manufacturer's written instructional, to fig cracks, . holes and depressions in substrates. C. Pernove coatings, including curing compounds, and other substances that ore .incorn otible with adhesives and that contain soap, wax, oil, or silicone, without using solvents. • Use mechanical methods recommended in writing by carpet tile manufacturer. D. Broom and vacuum clean substrotes to be covered before installing carpet tile. After cleaning, examine substrates .for moisture, alkaline salts, carbonation, or dust. Proceed with irstallotion only after unsatisfactory conditions have been corrected. 3.03 INSTALLATION - CARPET TILES A. Generd: • Comply with CRI 104, Section 13, "Carpet Modules (Tiles) ". B. Sequence corpet installation with other Work to minimize possibility of damage and soiling of carpet during construction. • C. Installation Method: Using a 1/16 x 1/16 x 16 V notch trowel - spread adhesive far a full spread coverage. Do not grid set adhesive. Adhesive must be allowed to dry completely before beginning installation of carpet tiles. tnstailation of tiles into wet adhesive will result in a permanent bond. D. Cut and tit carpet tiles to butt tightly to vertical surfaces, permanent fixtures, and built in furniture including cabinets, pipes, outlets, edgings, thresholds and nosings. Extend carpet tiles under open bottomed obstructions and undo removable flanges and furnishings, into alcoves, and closets of eoch spoce. E. Provide cut uuts where required. e. Provide carpet edge guard where edge of corpet is exposed; anchor guards to substrate. Edge guard shall be used in dl doorways or openings where. no sill is installed or as required. G. Expansion Joints: Do not bridge exponsion joints with continuous carpeting, provide for movement. H. Begin ►nstollotion of carpet tiles at the intersection of two chdis lines. Follow carpet tile manufacturers written instructions. 1. Install tiles using the pyramid technique.. Follow carpet tile manufacturers written instructions. J. Slide: tiles into position to prevent yarn from being trapped between the tiles. Trapped yarns will adversely affect the appearance of the installation and will not be accepted K. Tiles must be installed .snugly, but not compressed. Check for fit by measuring the length of ten modules after installation. The measurement must not be less thon, or exceed by more the 1/4 ", the length of the modules being multiplied by ten. 3 04 CLEANING AND PROTECTION A. Comply with CRI 104. Section 15. Protection of Indoor Installation. 6 Remove and dispose of debris and unusable scraps deity C. Perform the following operations immediately after instothng carpet tile: 1. Remove excess adhesive, and other surface blemishes using cleaner recommended by carpet ode manufacturer. 2. Remove yarns that protrude► from carpet tine surfoce 3. Roll the entire installation with a 75 -ib. roter once it is completed. 4. Protect installation with plywood over the corpet when heavy objects are moved Witnin 24 hours after installation. D. Notify SBC of protection methods and muterio:s needed to ersere that cort.eting will he without deterioration or damage at Substcntial Completion. E M'Jireter Vnterleis: Deliver specified overrun tit any) and issabie pieces to e8 'ier:. grate.: '' ►rage ste:JC e properly oock 4gea in oeginol sr 'Y or tens Ord ;a .,!feed. i.'sob.e ssr'1Gs :)r a eel i'led as c min rrurn of one hJ!f c t r tile. 5'1 iii, r pieces •JS CCr1Str'JCt ;On waste" . : )EC" _'N J: 4 :AlS'ess, cis:,.rIQFt essF T I �E.ivEFtti ' :rCt ('r 7►rc'uUrs Surface prepl;rcticn, j rimmq, and fi-sh r 00? stecified r this tee: bon are rn J ldet,or to tee sese pf trn4r„� Ore sur`r3L.e treae" sp' cifled in miner Sections. • , ite . piled r pint coatings. 3. E ..poed interior !terms, reed eerf,acee B. Paint 011 e sposed S urfaces, except her the paint schedules in ate that o eur'f11c•e of material lie not to tea phairited or is to remain r'Grtura! If the point seised/les do not bpecifleeey mention an item or ie surface, the :Xi Prejest t-tco'I<ager will select from colors and f iniehee scheduled for other uc r lion of the Vvt'rk. I. Painting inc:•luclee the field painting of e,p oeeed acre errs ( overerd t neiee cans duets, hangers, eepseeed Meet and iron work, and grimed metal surfcues of mechanical and electrical equipment. G. 17o not paint preflnished items, concealed sirf;a..es Finished metal surfuues, operating Pats, or losers. 1, Prefinibhied items inclurae the following fact,ry -iinie ed G Ofl Oil nt5: a Architectural eoodraork and casework b. Toilet encloSUres c. Finished mechankal cant electrical equipment ment d. Light f ixt'uree e. t ibution cabinets f . Sprinkler heads 2. Finished metal etrroc,ee generally include the following: o. anodized aluminum . b. Stainless steel . c. Chromium plate 3. operating parts include the fricivirkj parts of operdting equipment and the following: a. Valve and damper. vperators b. Linkages c. Sensing devieces . d. Motor and in shafts 4. Labels: Do not point over Underwriters Laboratory or other Iabeit; required fay code, Or )aW15 identif equipment mines Or performance ratings. i3O2 RELATED SECTIONS A. Section 05500 - Metal Fabricatio e B. Section 05520 - lierdrails .card Railings G. 5et>tion Ot100 - Metal DOOr5 anCI F ane5 O. 5e6tiorr 04200 - Plaster and E'tj um 8par .1 ciUALITY ASS.RAhiGE A. Applicator: Gorr/party Specializing in cornrderc►ol panting and finishing with Five yecir5 documented experience.. B. Environmental Requirernente for Solvent Based Paints: Comply with the Environmental Protection Agency (EPA) regviranents For volatile solvents content limitations, as applicable to each classification of coating. . 1.04 SUBMITTALS A. When requested, submit two samples 8-1/2" x 1t" in size illustrating colors selected for the work. Submit samples for review of color, sheen and texture. Provide r7 fisting of motericks and-applications for each coot of each finish sample. Resubmit samples as requested by SBC Project Manager until acceptable sheen, color, and texture is achieved. B. On 8 x 11 inch hardboard, provide samples of eoch color and material, with texture to simulate actud conditions. On actual wall surfaces and other building components, duplicate panted finishes or prepared samples. On of least 25 square feet of each surface as • directed, provide full coot finish samples until required sheen, color ona' texture is obtained; sin u ate finished lighting conditions for review of in-place work. 1.05 DELIVERY, S T ORATE, AND HANOUNG A. Deliver products to site in sealed and labeled containers; inspect to verify acceptance. B Container lobehnq to include manufacturer's name, type of paint, brand name, brand code, coverage, surfoce preparation, drying time, cleanup, color designotion, and instructions for mixing and reducing. C. Store paint materiels at minimum ambient temperatures of 45 degrees F r 7 degrees C) and o moxirnum of 90 degrees F (32 degrees C), in well ventilated area, unless required otherwise by manufacturer's instructions. D. Take precautionary measures to prevent fire hazards and spontaneous combustion. 1.06 ENVIORNMENTAL REQUIREMENTS. A. Provide continuous ventilation and heotinq facilities to maintain surface and ombient temperatures above 50 degrees F for indoor finishes, and 50 degrees for outdoor finishes for 24 hours before, during, and 48 hours otter application of indoor finishes, unless required otherwise by manufocturer's instructions. B. Do not opply exterior coatings during rain or snow, or when relative humidity is above 80 percent, unless required otherwise by manufacturer's instructions. C. Minimum Application Temperatures for Latex Paints: 60 degrees F for interiors; 45 degrees F for exterior; unless required otherwise by manufacturer's instructions. D. Provide lighting level of 80 ft candles measured mid-height at substrate surface. 1.07 EXTRA STOCK A. Provide two (2) one-galion containers of each coior to SEC Construction Mcnoger. 8. Late! each container with color, texture. and locations, in addition to the manufacturer's label. PART 2 PRODUCTS 2.01 MANUFACTUER - PAINT AND OTHER COATING PRODUCTS A Tne Sherein-Williams Co., C!evelond. 'OH. contact : Ed Stein '509' 465 -8426 for products as specified herein 2.02 FINISHES A Refer to schedule at end of Section for surfece r,nisr. B. Alternate Approval Manufacturer: ICI Duiu'c RI: . North Atr►e•t'.c, Ciee'a'id, 2.03 PAINT MATERIALS, GEE* PAL A. Material Compatibility: Prove block fiver's, primers, untie' :cues. oes firtiSh-'soCt materiols that are compatible with or another and with tree sure -trete indicated ender the conaition of service and uppticat!on, as demonstrated tey !re manufacturer hosed on testing and field eRper'ence CiH E�. MciLer,a, c Provide tne; reare.:fcaeturer reef :ti cree K,eir,t material as n tom` •Sc;hlec*,We within tree (ae::tiorl F, set motel i.li c c.ntLsfw'rb rest eel p +casing tee. marefas.tvrer 4 product laentlfk . 44.1,, rr')t k e c.k (severed. PART 3 EsE esiTiON era Fee.7 LeN A. 'verify that eurfrice°► are ready to rece1ve p1O' K ay net, vetell tali tree product mrxtoager. Report to the 5f3C M (.7, conditi.x. !twat rr,Cu potentia;4 affect proper a i;otwn. :►tart c: F painting will foe the indioati.:'n of tree Lipaplic: acceptance of the surfaces and conditions. d. (•':'ordinptkxt of the Work., Review other ect.on5 in which primers are provides to ensure the compatibility of the totcai system For the vciriovs sieeetratte . On request, furiesh information on tee characteristics of the finish material to ensure the use of compatible primers. Measure moisture content of surfaces esing on elearc'nk moisture meter. Do nc't apply finl;nes urue moisture content of s.urfcaces Q below the following maxineris8 I• c t►m tl^i ,12 percent. 2. Interior hood: el percent, measured in accordance with ASTt4 D201b. ia. 56C GM shall verf`y final installation for color and sheet utilizing the 58C supplied set, of maoter color chip samples. 3.02 PREPARATION .1 3.03 FINISH COATS 3.35 APPLICATIp�',l' ' • { A. Remove electrical plates, hardware, liipt FixbKe trim, -arid fitteir prim to preparing 9t!4ace5 or Ftni5hing. • , B. Correct minor defects and surface5'which affect work oF this Section. G. SheIIoc or otherwise seal marks which may bleed through surface a Finishes. D. etipsum Board Surfaces: Latex ill minor defeete. Spot prim defects after repair. E.',cauivanized 5vrfacesi Remove surface contamination and 'offs. 14a4) with solvent. Appty 6gat. af staling primer.' - F. Shop- Primed Steel 5vr'fatest Sand and serape to remove Loose primer and rust. Feather cdgee to make touch -up patches inconspicuoee. Clean s * face ' with solvent. !rime bare Seel surfaces. Prime metal iteme including shop primed items. . G� Interior .Wood items Scheduled to Receive Finish: Wipe off dust and grit prior to priming. Sean knots, pitch .streaks, and soppy sections with, sealer. Fief nil holes aped cracks after primer has dried; sand. between coots. H. Wood and Metal Doers Scheduled for Painting: Seal top and bottom edges • with primer A. Spray and bockroL to redistribute punt to an even, fleee texture. Leave no evidence of rolling such as lops, irregularity in texture, skid marks, sags, holiday, or other surtoce imperfections B. Pigmented toddque) finishes: Completeiy cover to provide an opaque smooth surfoce of unifoi finish; color and coverage: Cloudiness, spotting, holidays, laps, brush marks, runt sogs, or other surface imperfections will not be acceptable. t C. Transparent (cleat) finishes: Use multiple coats to produce glass-smooth surface film of evert luster Provide a finish free of lops. cloudiness, color irregularity, runs, bash marks, orange peel, ,nail holes or other surface imperfections: • : ; - �1 3.04 PROTECTION A. Protect work' of other trades, whether to be painted or not, against damage and finishing week ` Correct any damage by cleaning, repairing or replocing, and repainting, as geceptobte to SBC Construction Manager. 8. Provide "Wet Point" signs as required to protect newly pointed finishes. C. Affix temporary protective wroppings provided by others for protection of their work, after completion of ,painting operations. 0. Furnish drop cloths, shields, and protective methods to prevent spray or droppings from ' disfiguring other surfaces. } E. Repair: At ehe completion of work and other trades, touch up and resto damaged suc,fa; es r or `.ceGtaced painted surfaces F. Remove p y 4 ortosriers em t ont from site. a A. Mix ord prepare pond -materials in accordance with the manufacturer's writte instructions. E. All paints of the semi color should be mixed together and boxed together to ensure uniform color. Stir as required during application. DO not stir surface film into the material; if necessary, remove surfoce fern and strain material before application Use thinners only as specified by the manufacturer and only within recommended limits. C. Apply products in accordance with manufacturer's instructions D. Do not apply finishes to surfaces hat are not dry. E. Apply eoch coat to a uniform tinish. F. Apply eoch coat of point slightly darker than preceaing coot unless otnerwise approved. G. Allow applied coot to dry at least 4-8 hours depending on the weather (ambient humidity) before next coat .s applied. 3.06 FINISHING MECHANICAL AND ELE• ;TRICAL E0eiPMENT A. Paint shop-primed equipment. B. Clean ell exposed pipes, conduit, boxes, insuioted and e.resea ouct5, non.ers. brackets, c:,l+ars and supports. Solvent clear, to remove greese. salts. Ord coritaniinonts. Treat ail galvanized work prior to pen n•1 ar'1 tr ;,rter'� t(,iicwing ;3PC-'.P1. C. Rer' ve louvers, smiles covers. and access panels n mechor ilra ele .fr: _ si components ord paint separate;v. D Prime and paint :ns,Aloted and exposed tripes, do tai, - , sulctei are e ►posed ducts, hon9er;, brackets E. Replo(e identificoten r orki' is or rrwchank i cr eiectreai els,sesee.nt wee' panted oc c►der tally. CITY OF RECIVED DEC 1 1 PERMIT CE ► C• �� 1 L L . FE..-1 FIE 24171 UT Ate AO. i it;E ere li_ffh•t ;EAT T LE, A'_.t-0l4i ;TQl J5134 Ir. 7{ 4 ESE PI & ; A?f ' V. • 'If w A Tif .: , *%, AU-1. /; • ATTtE•5. flfrr 'rXr HAW 1N i': zfrO€MAR* , M!f' rE'0014$ w: 1't rrtrV .1`,1'•E ?r)PCAT ,, r • ((' P))RArW'M. ANt trim ' 'J r4. • :L''• ..UPE NC./ OR VIE THESE MA' 'L :.r)r P*R;rOP1 Pr THEM) ITpiclJT e.TAij ,Y14rTll(r.N' H1 S • AG Pa • E V - DATE 12 -10 -04 6628 7 . 0ot ilk, I.. rR } 40. . L�J L� ) [t DATE / • . w t T C T ,'• tOgf4 , nwr r t S' SUITE '('0 :Yhrf ZY 4 4, *s M AMP MSS* ft w i�C76 It LL Lt.! L.LJ j LM- :M.11•,f • f u JE C T Hu. -.1(.; i�, ( Bt.' T(LIFE - r - BD ,�.i -. � A r�.wi1 .•r» - s.. :.:,►. 4.' ' ynrifi. -M�t ^�4• ik t,i�M�.h _ R �w•i + ..M. ` v... .,M.,�, • DEI.t :RiPTION - ‘4, 4 B. blood - ''';r1;5h: (SEE '2300 - I-1ArtiF A( tQEE ASEv4OR S`rf. G. Steel Prir i (t•fiss „sp._ twork, rester. ano equipment) I. Prime with ._ f7herisin-Wilfians DT1s. Acrylis Pr leer. 2. Two coat cisyns Prottsr 200 Late Egs:3hel, 13201 P. tsupcsse: Board, (typica) 1. One soot PrepRite 2O. Lote. trills dry.). (a;.'rote ()re_ 5her • u. mils dry) 2. Ti 4c, et 4 in-4 '1, Prot 1,iir 20/.7) Lot et E. Wails, (rsstis • Gypsum B.sard, (tvPise 1. rsne coot SI,t-1 PrepRite 200 Lute Primer. B28W200 44 mils wet, 1.2 mils dry issornatt) One ::oat Sherwin-WilliarnS Cr.40t: Prime B280/110 (4 mils wet, 1.1 mils •.1.. 2. Two coots ''..i ProMar 200 Latex Eq-Shel. 820W200 Series. F. Wails, .wississi Csmst.tir C.;:sss (tveical) coot Sheississmillissis PrepRite 200 Latex Prirner, B28W200 (4 milts wet, 1.2 rnilF• dry). ssite One Snerwin-williurns ColoreSene E25W)10 (4 mils wet, 1.1 rnils Llry) TwO ProMur 20s L E 8204200 -i Geilings, Wood: Ors. _•st P.epRite 200 Lore* Primer, E328W200. Gypsum Bocid: •,:oot PresRite 200 Latex Primer. E328W200. silternstei (Slit . v lhtt ms-kisses, estsPrime BWflO t4 miis wet, 1.1 mils dry). '2 Twc :octs 20S Lett' B2UW200 Series. H. Ceilings, fres 1. Wor2d: One CvpS;Jr' alternate' Cis- dry) -; r ' ;., 1 , • l., • _ • 1' I • q! otv..1 fq.. ankh rrt ...ssistldte 0 fire hozotrl, ssis irsisi site,. - PrRit J. L,. Primer, E32e.H.200 (4 mils wet, 1.2 4,ste (Sne iSoIcir Prole 52&V110 (4 mils wet, Primer , 525h1200 (4 mils wet, 1.2 Prime 625W (4 mils wet. Ec 621;11200 Series tro Sheavirswilissss PiesPite 2CJ Late) Primer. 828W'200. One . s...at PresPse Late F'nmer, 828)6200 ConsPilme ;11 rrvs wet, i.1 m's r '•••)A1(.11 2(A.' B200 • sit s's rt 'ers-s.Fsts Pernen s_at Willysiss F•esr '0 Latex orirser, B28W200 se; sir -ss• ans (4 mi.:: 1 .1 rrilS 1.f • .!i•••_,1n1: C B2062(,..-0 e.res , . SES. - ---P"srsr,..Sss E AT • F--SS. si 1..9i: is ions s' the s, - ins J t ss. 11 iing (Seiler(); snis -1 " 1 Sipe, its i* - 3? tion: , sciy ti i■ cit )Cot.' t • •iP -perr:. ;3.,:hcciLit, tne lr steel. si ..`•• t soss7-orieirsc.l f metsi. - (1 -J. y ' A:: r!' s•. s i 1 r ts:s. tee i: s • +T.": Jr L'a I Jr_le I • •r I:.:• ;set) .%.","•.,;*. ' r 7' T1101..1 (fi 1 : crr,-?rr'. '' ...; .ritr" -. E... ::tt • .e : 7 :•• .1 ••• ,1 Ai ,1 vier. •••••• -• • , , • • • a • rr. ••,*. • I ) • • • 3` • ) • • • w:.; , •, ; • 1' .• • 1 • •• • • j . . • . ' • •, I.' • t• :Jr.• ! • 1 . : e • . " ; • • ..•,• 1 0 ! se:. •SSi se, E •YI •"•f_)er • s Li •if 1:sic atce i4ho isas !vo C :xot err'. .1I .t)r.5 irnilar in material and tr. ir Ji, st.es fog Projes. t e • hos ecor of sts..cessisl .e. B. e Ot L. primer 5 Lin:i ier it mate( 015 fOr e(k.h coJting fr !re u tOril. , 10itOret 1€ tie st.--_k • sts,s. 43E AN[: HAI A. • r!oter.ols t., Project site in rfloritlfmtiorer 5 OriLiir101, •flOpened f Or beocirk3 manufa.twer's rase yid Iariel with the Following inhysnation: i. Name se title sf 2. Product Lieso :ptisri (4eneric classificatior or Cinder 3. ! stock number and (Sate mcnufacture. 4. Ssceterts volvrle, r or pigment ,xid vehicle constituents. 5. Th:nnincj Applicat;c41 in;truct ions. s name and number. B. issndiirq rstrUCtiOr15 ard precaution5. B. Store materials not in see in tightly covered containers in a wen-ventilated area cit o minimum ambient temperature of 45 deg F (7 deg 6). Maintain containers sed in storage in 0 clean condition, Free of foreign materials and residue. Protect materials from freeling. Keep stooge area neat nd orderly. Remove rage anis waste cialitj. Take necessary measures to ensure that workers and work creat are protected from fire ond health hazards resulting from handling, mixing, and oppyng coatings. 1.1 PROJECT CONDITIONS . AI ii coatings or when temperature of surfaces to be socted and surrounding air temperatures are between 45 ond c5 deg F and 35 deg 6). 13. Po not apply ooatings in 5nOw, ran, fog, or mist; when reiative hemidity exceeds , 5 percent7 at temperatures less than 5 deg F (3 deg G) Wove the dew point; Or to damp or wet surfaces. 1, Alois Net surfaces to dry thoroughly nd attain temperature arid Conditions specified before proceeding with or centinuing coating operation. . 2. Nark alai contirve during inclement tieCatiVr only U areas and surfaces to be coated ore enclosed and temperature within the area can be maintained with lints specified by manufactur er during ,ccplIcation and drying periods. 2.1 MANUFACTURERS A. Available Products: subject to compliance with requtrements, prodscts that may oe incorsorated into the Work include, but ore not limited to, products incliGated the sooting system descriptions. .s Names: I. Soneeborn PrOcit.t.$ or equal. 2.2 COATINGS MATERIALS, GENERAL A. ISater ial Compatibility: Provide primers, undercoats. and finish-wat materials that are compatible with one another and substrates indicated under conditions of service and application, as demonstrated j manufacturer based on testing and • 111:4,1 xoerience. 5. Material Quality: Provide manufacturer's hi/lest cr acie of the various high-performance coatings spesified. Materials not displaying rnanufoavrer's product identification are not acceptable. C. Va, Classitcotion. Provide hils-performance eoating materials, including ()rimers, Lniercoats, and finish-coat materials, that have o VOC classific.ation of 450 g/L (.1 less. 23 COLOW. A. Intermediate Goat: Epoxy applied at spreading rate recommended by monufoct,:rer to achieve a dry film thickness of 2.0 to 5.0 (Ms (0.051 to 0.171 mt. E. Mild Environment (H-&Q5, Finish): One finish coat over on intermediate coat and d primer. C. Intermediate C,odt: Waterborn ocrt4lic enamel applied at spreading rate resommenaeci oy manufacturer to achieve a ory film thickness of 1.5 to 4 mils (o.c3e to 0.102 mm). I. 5•sinnees:rn-5onoFloor Gooting system-Prime and Kote frith *3;4 medium gray color odflitive. rop,:oot: High-gloss acrt4lic enamel applied at 5preocling rate recommended is monufo to achieve a dry film thickness of 1.0 to 4.0 mils (0.025 to 0.102 m). P.AK 3 - EXECAJTION E Ar-tINATiON A. Hito Appator present, examine suastrates and conditions Linder which is?nsr.ers cOOtirg5 will be applied, for compliance ith coating application 11 14: ,1 -1 oatin95 only other unsatisfactory conditions have been corrected and to receive coatings are thcxouiru 2. c.. , . - .ippticotion 1 5 construed as Applicator's acceptance of 5urfaces within that purticoor area. ?, PQr-:;: TION move plates, reac,hined 5urface5, and similar items already in place treat are rst to t: seated. if removal is impracticol or impossbie becadee of size or weight of item, isss serisLe-a.spliea Psotestion before surface preparation and coating. •. After L•sse_det;no coatirg cperations, reinstall items that were removed; use workers skilled tre , nvr:ived. Befre i& riio-performance coatings cle bstrates of svt'stanc.es that • ocn. of (...2.atings. Remove oil card rease before dealing. e 'leonine and Looting application so (.3)st oho other (:ontamirote5 from, cieCrir.g ,•■■ r foil on vdet, ret4 tooted serfaces. _ . ssw'o_s rsreptsrstisss artl prepare sktrfaces to be coated according rion setter . iestrustions f each sxstrJte cor;dition ana • epe,sified. Sse;str e c..artrete, K, concrete mosonri bk arci cement t2) c Remove e dust. dirt q rec.)se. flci Poi,Q1 s riri tc remove diaze. lf hardeners or sealers have peen Lk) !necnorical metnods tc arepore urfuce. -..ielnir methods f coating mcn..:foct!.4 c. 0/1.1 .ontcr y4j j per Jf. tent:: :f 111(.0 to tne rrisr (•c t i.):*r,rer 0n0 burn, l,,fat: nr7q 4 ""-;ttir? LOrIt4nt - .!7•!_ - . " ,.r . r 1. eater ' • _ ' 7 )•• • ! . ". • 1 .r■ C.1 ,It .36 ir ; rt ' • 1 t't ./Jvt e 9 • ' e Stlr • ;rw ; a.tr t• fr. qem,•e f;irr. rAce • , et*, c • -. 2 .;r0 t l • th Tr, s, rnir 0■;1 _ (wrr e,naeci .; r y.. i pl'th or 5. The term . 'e• . .eosea evic& es ifs. iuLies areas vlsible when permanent or neilt-in fl-rtures, sonvestor (.! Hies, covert for fincea tvise rJktor C.111J rnc corr4:c,nent5 are place. Extend soatirsie In these a eas, us resiuk to isasitain system Integrity onsi provide deired protection. a. (..out surfixes behina movacie equipment aria fsrnitur e the some xpoeed wiase Before final f1no LolLtion i:oat eurfacef.• nenind permsnentiy fised equipment or fv With prime rat nack skies access rerroyobl Ihlnged cLive. :2 , ona iltryjcd itesss to match espose,1 surfoses. P. A 'scheauiing LSciatirKi: Aprsy fset soot L evrface...sthat have been cleaned, oretreated, or otherwise (regal ed for coat oon as procttile isfter preparation and before subsequent surface oeterioration. e S The number of L °ate and film thiokness required is the same regardless of opplication erthod a Do not appiy succeeding coats until previous coat hoe cured as resommended by mant)F9s curer . b. SWe tranufastsi written itten instructions require sanding, sand between applications to produce 0 smooth, even surface Of redrafted). c Allow sufficient time between successive coats to permit proper drying. Do not recoat surfaces until coating has dried to where it feels firm, does not deform or feel stinky under moderate thumb pressure, and (4)plication of another coat doe S not use undercoat to lift O(' lose adneessr. 2. IF undercoats r other conditions show throv final coat, apply additional oats until cured fikn holly uniform coating finish, safest*, and appearance. 6ive special attention to edges, corners, crevices, welds, exposed Faeteners, and tiimilar surfaces to ensure that they receive a dry film thickness equivalent to that of fiat serfaces.. C. Application Proeedsrest Apply by Iseueh. roller, spra$ or other opplIctor according to manufacturer's written instrvctions. 1. Rollers, Ue,e rollers of carpet. velvet bock, or high-pile sheep's wool as reeommended by manufacturer for the material and texture required. G. Minimum Coating Thickness: Apply eoeh material no thimer than manufacturer's recommended spreading rate.. Provide total dry film thickness of the entire, system as: • recommended by manufacturer. E. Prime Goat el Before applying Finish eoats, apply a prime coat of material, as recommended b mantifacturer, to material required to. be coated or finished theit hoe not been prime coated by other's. Recook primed aid sealed substrates f there is evglence of suction spots or ensealed ()mos in first coat, to ensure a fit110100t with o burn-tit/row)) or other defect s cause y insufficient sealing. F. Completed Work: Match approved Samples for color, texture, and coverage. Remove, refinish, or recoat work that doe not comply with specified requirements. 3.4 FIELD QUALITY CONTROL A. Owner reserves the right to invoke the following procedure at any time and .as often as Owner deems necessary during the period when coating are being wpled: • I. Cower 14111 engage the services of a qualified testing agency to sample coating material being used, Samples of material detivered to Project site will be taken, identified, sealed, and certified In presence of Contractor. 2. Owner may direct Contractor to stop applying coatings if test results show materials being used do not comply with specified requiremerts. -Contractor shall remove noncomplying coating materials from Project site, pay for testing, and recoat surfaces coated isi rejecte41 materials. if necessary, Contractor may be required to remove rejected materials from previously cooled eurfaces If, on rewatingwith specified materials, the two coatings ore not eorrpatIble. 35 GLEANING A. Cleanup: At end or each workday, remove rubbish, empty cans, rags, and other discarded rnaterialsfrom Project site. I. After completing elting application, clean spattered surfaces. Remove spattered coatirgs t oshing, sc,ropIng, or other methods. Do not Scratch or aamage adjacent finished serfacee. 3.6 PROTECTION A. Protect work cif other trades, whether being coated or not, ogoinet darnaap from coating operation. (.3 orre dama9e cleanince repairing, repicseing, and recoating, ae approveci by Architect, and leave in an undamaged I. Provide ''Wet Faint" signs to proteet newly coated finishes. After completing coating operations, remove temporary protective rcsopings provided by others to protect tneir work. 2. At completion 4.4 construction activities of other trades, touch up and restore damaged or defacea coated StrfaCeS. Comply with prose:duces 5/pas-tiled in FOCA Pl. • • • • •• 4 T • le 1.• .• 1 • 7: • crry DEC 1 Praw • 5111 PARTITION WALL TYPE 5/8" GYP. 80. BOTH SIDES OF 6" METAL STUDS (20 GAUGE) AT 16" O.C. PROVIDE 1/2" F.R.T. PLYWOOD UNDER SALES AREA FACE OF GYP. 80. CONT. FLOOR TO CEILING. rhg PARTITION WALL TYPE NOT USED PARTITION! WALL TYPE 5/r GYP. 80. BOTH SIDES OF 6" METAL STUDS (20 GAUGE) AT 16' O.C. WALL HEIGHT TO TERM NATE AT 11' - A.F.F. AND EIE CAPPED VIM FINISHED GYP. 80. RETURN. WALL TO ALIGN EXACTLY WITH ADJACENT WALL OPPOSITE. / r / / / I / 1 FD(E) EXISTING JANITOR RM i110A4 FS(E) FS( EXISTING WORKRM FS(N I 'RIP ===C EXISTING TO REMAIN. NO WORK THIS AREA. AREA OF NEW WORK CAFE SEATING 110A1 1 FLOOR DATUM 0' -0'j EXISTING RETAIL SPACE N NOTE: ANY EXISTING FIRE PROTECTIVE MATERIALS ON BUILDING STRUCTURE SHALL REMAIN UNDISTURBED DURING DEMOLITION. G.C. TO PATCH AND REPAIR TO MAINTAIN REQUIRED RATINGS. WIDTH MILE ACTING DOOR N /BEAR RECITE, KICK PLATE, H PLATE -LAM: S.S. PUSH PL ATE S.S. KICK PLATE WALL 1 YPES DOOR TYPES EXISTING CONDITIONS NOTE: EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL DRAWINGS AND SITE VISITS AND MAY NOT REFLECT EXACT "AS- BUILT" CONDITIONS. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO SUBMITTING FINAL BIDS. CONTRACTOR SHALL CAREFULLY COORDINATE NEW WORK AND DEMOLITION WITH ALL OTHER DISCIPLINES AND EXISTING CONDITIONS. IMMEDIATELY NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO DOING WORK. EXISTING CAFE ENTRY 0008 GENERAL FLOOR PATCH NOTE NOTE: AT TRENCHES FOR UNDERFLOOR PLUMBING AND ELECTRICAL WORK. BACKFTLL AND PATCH CONCRETE SLAB. BACKFILL OPENINGS IN FLOOR WITH GRAVEL TO 95% COMPACTION (AT FIRST LEVEL LOCATIONS ONLY). PATCH WITH 3000 PSI CONCRETE WITH #4 DOWELS INTO EXISTING CONCRETE 0 24 O.C. AND 6x6 1.4x 1.4 WWF REINFORCING. FINISHED SURFACE SHALL BE IN CARPET READY CONDITION. SEE PLUMBING AND ELECTRICAL DRAWINGS. 1. VERIFY ALL DIMENSIONS AND CONDITIONS OF f)(ISTING CONSTRUCTION PRIOR TO START OF CONSTRUCTION. CONTACT ARCHITECT W DISCREPANCIES OCCUR. CHECK AND VERIFY ALL NEW DIMENSIONS SHOWN PRIOR TO CONSTRUCTION. 2. ALL SURFACES WHICH ARE INDICATED TO BE FINISHED OR PNNTEO SHALL QE PREPARED, SANDED, TREATED, AND PRIMED IN STRICT ACCORDANCE WITH COMMERCIAL QUALITY ST ANDARDS, AND IN STRICT ACCORDANCE WITH FINISH MATERIAL MANUFACTURER'S DETAILED INSTRUCTIONS. 3. PROVIDE FIRE EXTINGUISHERS PER APPLICABLE CODES. VERIFY EXACT LOCATION WITH FIRE MARSHAL. 4. ALL WORK SHALL BE IN ACCORDANCE WITH THE 2000 INTERNATIONAL BUILDING CODE, AND ANY OTHER APPLICABLE CODES. 5. PROVIDE FRT WOOD BLOCKING FOR ALL ITEMS, INCLUDING BUT NOT LIMITED T0, GRAB BARS, FIXTURES, SWITCHES, ELECTRICAL PANELS, UNIT HEATERS, 000R STOPS, HARDWARE, ETC. . . 6. REMOVE ANY PORTION OF THE EXISTING CONSTRUCTION WHICH INTERFERES WITH OR MUST BE REMOVED TO ACCOMMODATE THE NEW WORK, WHETHER OR NOT SHOWN ON THE DRAWINGS. 7. PROVIDE OCCUPANCY SIGN INSTALLED IN A CONSPICUOUS LOCATION IN ACCORDANCE WITH STATE & LOCAL CODES. DESIGN TO BE APPROVED BY ARCHITECT. 8. DIMENSIONS ARE TO FACE OF FINISHED MATERIAL, UNLESS NOTED OTHERWISE. 9. PAINT OR FINISH ALL NEW SURFACES UNLESS SPECIFICALLY NOTED OTHERWISE OR IF SURFACE IS PREFINISHED. 10. REPAIR ANY ELEMENT OF THE EXISTING SITE AND BUILDING DAMAGED DURING CONSTRUCTION TO ITS ORIGINAL STATE. 11. MAINTAIN SAFE EXITING AND APPROPRIATE FIRE PREVENTION PROCEDURES AT ALL TIMES DURING THE CONSTRUCTION PROCESS. GENERAL DEMO NOTES 1. DRAWINGS INDICATE BEST AVAILABLE INFORMATION; DEMOLITION CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF ALL CONDITIONS, DIMENSIONS, AND CONFIGURATIONS. 2. DEMOLITION CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED AND APPLICABLE JURISDICTIONAL PERMITS AND APPROVAL. ALL OPERATIONS TO MEET r, JURISDICTIONAL REQUIREMENTS. . 3. DEMOLITION CONTRACTOR IS SOLELY RESPONSIBLE FOR JOB SITE SAFETY AND TO MEET ALL APPLICABLE JURISDICTION REQUIREMENTS INCLUDING OSHA STANDARDS. 4. UNLESS NOTED OTHERWISE, WALLS AND PARTITIONS INDICATED TO BE REMOVED ARE •ASSUMED TO BE NON- STRUCTURAL. DEMOLITION CONTRACTOR TO CAREFULLY AND THOROUGHLY REVIEW CONDITIONS PRIOR TO REMOVING ANY ELEMENT AND PROVIDE SUPPORT / BRACING REQUIRED TO MAINTAIN THE STRUCTURAL INTEGRITY OF THE FACILITY. 5. ABANDONED ITEMS / UTILITIES DETERMINED TO REMAIN SHALL BE LEFT AN MINIMUM OF 2" BELOW / BEHIND FACE OR SURFACE OF WALL, FLOOR, CEILING, OR STRUCTURE AND CAPPED (AS APPLIES). • 6. DEMOL ITION CONTRACTOR IS RESPONSIBLE TO REMOVE FROM PREMISES ALL DEBRIS, COMPONENTS, MATERIALS, AND OTHER MISC. ITEMS IDENTIFIED FOR DEMOLITION AND TO LAWFULLY DISPOSE OF SAME CFF SITE. 7. ALL AREAS DEMOLISHED TO HAVE CLEAN, SQUARE, STRAIGHT CUT LINES. 18. G.C. SHA._L BE RESPONSIBLE TO COMPLETELY PROTECT ALL EXISTING CONSTRUCTION THAT IS TO REMAIN AND PATCH /REPAIR ALL DAMAGE AS . REQUIRED TO "LIKE NEW CONDITION ". 9. REMOVE EXISTING FURNITURE, FIXTURES AND EQUIPMENT NOT REUSED. SALVAGE EXISTING FF &E TO REMAIN. RE: A2.2 FOR LOCATIONS OF EXISTING ITEMS. RETURN UNUSED ITEMS TO OWNER AS DIRECTED BY OWNER. 10. DO NOT REMOVE ANY STRUCTURAL MEMBERS UNLESS NOTED OTHERWISE. 11. PROTECT ALL ELEMENTS OF EXISTING CONSTRUCTION WHICH ARE TO REMAIN. 12. REFER TO OTHER SHEETS IN THIS SET FOR ADDITIONAL DEMOLITION REQUIREMENTS WHICH SHALL BE BY THE CONTRACTORV UNLESS SPECIFICALLY NOTED OTHERWISE. 13. REMCVE UNUSED UTILITIES NOT REUSED, CAPPED BELOW FINAL FINISH SURFACES. 14. REMOVE ALL EXISTING ELEMENTS WHICH CONFLICT WITH THE NEW WORK, WHETHER OR NOT SHOWN ON THEDRAWINGS. 15. REMCVE ALL. EXISTING FLOORING TO SUBFLOOR U.N.O., PREPARE TO RECEIVE NEW FINISH KEY NOTES O INFILL OPENING' IN WALL. O NEW SOFFIT ABOVE O EXISTING FLOOR SINK TO REMAIN, RE: PLUMBING ® NEW FLOOR SINK RE: PLUMBING. ® EXISTING FLOOR DRAIN TO REMAIN, RE: PLUMBING. © EXISTING FLOOR DRAIN TO BE ABANDONED AND CAPPED, RE: PLUMBING, RE: FLOOR PATCH GENERAL NOTE BELOW O END WALL TO TERMINATE AT EDGE OF NEW SOFFIT. O EXISTING SENSORMATIC SECURITY POST TO REMAIN. PROTECT DURING DEMOLITION AND INSTALL CARPET AROUND ACCORDINGLY 90 G.C. TO REMOVE EXISTING WINDOW SILL FINISH RE DETAIL 16/A4.C. ©O • NO WORK THIS AREA. ® EXISTING LAMP POST TO REMAIN. PROTECT DURING DEMOLITION AND NEW CONSTRUCTION. 1)154-4 ary DEC 1y 28.4 PERlier corral �.. - .._...4 . r.. .. 6 GENERAL NOTES t 1:3 E .: S EA "_ . . ' AT T ;.__ F t c. EiE ..) F c_ (_)EF F E 401 I_!TAIi AVENUE. :,UU T H ;EAT TLE, WA'_,HINGTIDN 98134 (206)318-.1575 1.. PLANS AND :Jt(. K A►r)r1E.. AF WELL AS _EATTLE'S HE_T cOrrit fiAM( Aft,` LllGQ • RAOCkAA e ,, A r ''•E ,r• 4. ARE TfE E ta,VSJvE ioPE RI' V (1c C • :. :. • . ,. ,';( pr)RA t ;.lrl MW :PROP..IG ►Ir»v 1.' v, DISCL AN Noe VA . THESE MATT: Atft POR1sON Or TMrt.M) rfw) }t STARE ' wFJT1tN CO WEN* STRICTt '• PF , Y A A C rt 1 i tors! ;!*ttL .;t'. Q ts. we v . Flt li t e ...,; • j M •: . 6(jA . t C T wort 'kw) s ��an p 1A *wt.* ru. EV ,DATE; �/ DE _, C.R1P T1 ON 12• -10-04 . • .00 , ET 1623 , E • •' Tt ► . • iii i I iiiiinGTeN IF .. . =- _. L LI.J IA_ 1 --1 -I , .. • . . ... ) c ;� C--- ' - . -- LL . 0 - -----J L --) ' L L 1 1----- ----- . �- -� f t s C.) , i ‹. is 0 . ..:..=- _1.- ._► . S a l 4 � y -- 1 1 i ` �_. T _ - , , 1 r•- -.) 0 . . 7.1‘ R C ►.J t_ 1 .� T I.1 ( .) .4 () D .; : , Pc `. T ►)R[ I'1'L T el , ::,!..!E [. T-- -= '04 - M . _ w t HE 1 . t. D) - _ ■` _ FLOOR PLAN A2 • 1 5111 PARTITION WALL TYPE 5/8" GYP. 80. BOTH SIDES OF 6" METAL STUDS (20 GAUGE) AT 16" O.C. PROVIDE 1/2" F.R.T. PLYWOOD UNDER SALES AREA FACE OF GYP. 80. CONT. FLOOR TO CEILING. rhg PARTITION WALL TYPE NOT USED PARTITION! WALL TYPE 5/r GYP. 80. BOTH SIDES OF 6" METAL STUDS (20 GAUGE) AT 16' O.C. WALL HEIGHT TO TERM NATE AT 11' - A.F.F. AND EIE CAPPED VIM FINISHED GYP. 80. RETURN. WALL TO ALIGN EXACTLY WITH ADJACENT WALL OPPOSITE. / r / / / I / 1 FD(E) EXISTING JANITOR RM i110A4 FS(E) FS( EXISTING WORKRM FS(N I 'RIP ===C EXISTING TO REMAIN. NO WORK THIS AREA. AREA OF NEW WORK CAFE SEATING 110A1 1 FLOOR DATUM 0' -0'j EXISTING RETAIL SPACE N NOTE: ANY EXISTING FIRE PROTECTIVE MATERIALS ON BUILDING STRUCTURE SHALL REMAIN UNDISTURBED DURING DEMOLITION. G.C. TO PATCH AND REPAIR TO MAINTAIN REQUIRED RATINGS. WIDTH MILE ACTING DOOR N /BEAR RECITE, KICK PLATE, H PLATE -LAM: S.S. PUSH PL ATE S.S. KICK PLATE WALL 1 YPES DOOR TYPES EXISTING CONDITIONS NOTE: EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL DRAWINGS AND SITE VISITS AND MAY NOT REFLECT EXACT "AS- BUILT" CONDITIONS. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO SUBMITTING FINAL BIDS. CONTRACTOR SHALL CAREFULLY COORDINATE NEW WORK AND DEMOLITION WITH ALL OTHER DISCIPLINES AND EXISTING CONDITIONS. IMMEDIATELY NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO DOING WORK. EXISTING CAFE ENTRY 0008 GENERAL FLOOR PATCH NOTE NOTE: AT TRENCHES FOR UNDERFLOOR PLUMBING AND ELECTRICAL WORK. BACKFTLL AND PATCH CONCRETE SLAB. BACKFILL OPENINGS IN FLOOR WITH GRAVEL TO 95% COMPACTION (AT FIRST LEVEL LOCATIONS ONLY). PATCH WITH 3000 PSI CONCRETE WITH #4 DOWELS INTO EXISTING CONCRETE 0 24 O.C. AND 6x6 1.4x 1.4 WWF REINFORCING. FINISHED SURFACE SHALL BE IN CARPET READY CONDITION. SEE PLUMBING AND ELECTRICAL DRAWINGS. 1. VERIFY ALL DIMENSIONS AND CONDITIONS OF f)(ISTING CONSTRUCTION PRIOR TO START OF CONSTRUCTION. CONTACT ARCHITECT W DISCREPANCIES OCCUR. CHECK AND VERIFY ALL NEW DIMENSIONS SHOWN PRIOR TO CONSTRUCTION. 2. ALL SURFACES WHICH ARE INDICATED TO BE FINISHED OR PNNTEO SHALL QE PREPARED, SANDED, TREATED, AND PRIMED IN STRICT ACCORDANCE WITH COMMERCIAL QUALITY ST ANDARDS, AND IN STRICT ACCORDANCE WITH FINISH MATERIAL MANUFACTURER'S DETAILED INSTRUCTIONS. 3. PROVIDE FIRE EXTINGUISHERS PER APPLICABLE CODES. VERIFY EXACT LOCATION WITH FIRE MARSHAL. 4. ALL WORK SHALL BE IN ACCORDANCE WITH THE 2000 INTERNATIONAL BUILDING CODE, AND ANY OTHER APPLICABLE CODES. 5. PROVIDE FRT WOOD BLOCKING FOR ALL ITEMS, INCLUDING BUT NOT LIMITED T0, GRAB BARS, FIXTURES, SWITCHES, ELECTRICAL PANELS, UNIT HEATERS, 000R STOPS, HARDWARE, ETC. . . 6. REMOVE ANY PORTION OF THE EXISTING CONSTRUCTION WHICH INTERFERES WITH OR MUST BE REMOVED TO ACCOMMODATE THE NEW WORK, WHETHER OR NOT SHOWN ON THE DRAWINGS. 7. PROVIDE OCCUPANCY SIGN INSTALLED IN A CONSPICUOUS LOCATION IN ACCORDANCE WITH STATE & LOCAL CODES. DESIGN TO BE APPROVED BY ARCHITECT. 8. DIMENSIONS ARE TO FACE OF FINISHED MATERIAL, UNLESS NOTED OTHERWISE. 9. PAINT OR FINISH ALL NEW SURFACES UNLESS SPECIFICALLY NOTED OTHERWISE OR IF SURFACE IS PREFINISHED. 10. REPAIR ANY ELEMENT OF THE EXISTING SITE AND BUILDING DAMAGED DURING CONSTRUCTION TO ITS ORIGINAL STATE. 11. MAINTAIN SAFE EXITING AND APPROPRIATE FIRE PREVENTION PROCEDURES AT ALL TIMES DURING THE CONSTRUCTION PROCESS. GENERAL DEMO NOTES 1. DRAWINGS INDICATE BEST AVAILABLE INFORMATION; DEMOLITION CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF ALL CONDITIONS, DIMENSIONS, AND CONFIGURATIONS. 2. DEMOLITION CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED AND APPLICABLE JURISDICTIONAL PERMITS AND APPROVAL. ALL OPERATIONS TO MEET r, JURISDICTIONAL REQUIREMENTS. . 3. DEMOLITION CONTRACTOR IS SOLELY RESPONSIBLE FOR JOB SITE SAFETY AND TO MEET ALL APPLICABLE JURISDICTION REQUIREMENTS INCLUDING OSHA STANDARDS. 4. UNLESS NOTED OTHERWISE, WALLS AND PARTITIONS INDICATED TO BE REMOVED ARE •ASSUMED TO BE NON- STRUCTURAL. DEMOLITION CONTRACTOR TO CAREFULLY AND THOROUGHLY REVIEW CONDITIONS PRIOR TO REMOVING ANY ELEMENT AND PROVIDE SUPPORT / BRACING REQUIRED TO MAINTAIN THE STRUCTURAL INTEGRITY OF THE FACILITY. 5. ABANDONED ITEMS / UTILITIES DETERMINED TO REMAIN SHALL BE LEFT AN MINIMUM OF 2" BELOW / BEHIND FACE OR SURFACE OF WALL, FLOOR, CEILING, OR STRUCTURE AND CAPPED (AS APPLIES). • 6. DEMOL ITION CONTRACTOR IS RESPONSIBLE TO REMOVE FROM PREMISES ALL DEBRIS, COMPONENTS, MATERIALS, AND OTHER MISC. ITEMS IDENTIFIED FOR DEMOLITION AND TO LAWFULLY DISPOSE OF SAME CFF SITE. 7. ALL AREAS DEMOLISHED TO HAVE CLEAN, SQUARE, STRAIGHT CUT LINES. 18. G.C. SHA._L BE RESPONSIBLE TO COMPLETELY PROTECT ALL EXISTING CONSTRUCTION THAT IS TO REMAIN AND PATCH /REPAIR ALL DAMAGE AS . REQUIRED TO "LIKE NEW CONDITION ". 9. REMOVE EXISTING FURNITURE, FIXTURES AND EQUIPMENT NOT REUSED. SALVAGE EXISTING FF &E TO REMAIN. RE: A2.2 FOR LOCATIONS OF EXISTING ITEMS. RETURN UNUSED ITEMS TO OWNER AS DIRECTED BY OWNER. 10. DO NOT REMOVE ANY STRUCTURAL MEMBERS UNLESS NOTED OTHERWISE. 11. PROTECT ALL ELEMENTS OF EXISTING CONSTRUCTION WHICH ARE TO REMAIN. 12. REFER TO OTHER SHEETS IN THIS SET FOR ADDITIONAL DEMOLITION REQUIREMENTS WHICH SHALL BE BY THE CONTRACTORV UNLESS SPECIFICALLY NOTED OTHERWISE. 13. REMCVE UNUSED UTILITIES NOT REUSED, CAPPED BELOW FINAL FINISH SURFACES. 14. REMOVE ALL EXISTING ELEMENTS WHICH CONFLICT WITH THE NEW WORK, WHETHER OR NOT SHOWN ON THEDRAWINGS. 15. REMCVE ALL. EXISTING FLOORING TO SUBFLOOR U.N.O., PREPARE TO RECEIVE NEW FINISH KEY NOTES O INFILL OPENING' IN WALL. O NEW SOFFIT ABOVE O EXISTING FLOOR SINK TO REMAIN, RE: PLUMBING ® NEW FLOOR SINK RE: PLUMBING. ® EXISTING FLOOR DRAIN TO REMAIN, RE: PLUMBING. © EXISTING FLOOR DRAIN TO BE ABANDONED AND CAPPED, RE: PLUMBING, RE: FLOOR PATCH GENERAL NOTE BELOW O END WALL TO TERMINATE AT EDGE OF NEW SOFFIT. O EXISTING SENSORMATIC SECURITY POST TO REMAIN. PROTECT DURING DEMOLITION AND INSTALL CARPET AROUND ACCORDINGLY 90 G.C. TO REMOVE EXISTING WINDOW SILL FINISH RE DETAIL 16/A4.C. ©O • NO WORK THIS AREA. ® EXISTING LAMP POST TO REMAIN. PROTECT DURING DEMOLITION AND NEW CONSTRUCTION. 1)154-4 ary DEC 1y 28.4 PERlier corral �.. - .._...4 . r.. .. 6 GENERAL NOTES t EXISTING , 10.1% „ RETAIL. SPACE iiik . D EXISTING EQUIPMENT TO REM ' SCHEDULE CHERRY WD FINISH SHELBY WILLIAMS STEVE COHEN 800.873.3252 X 1209 AOFS FURNITURE 1V BARSTOOL - FALCON - No. 1214-2WS CHERRY WD FINISH SHELBY WIL LIAMS STEVE COHEN . 800.873.3252 X 1209 24" SQUARE CUSTOM CHERRY WD. FINISH DESIGN FABRICATORS SCOT T SNOUFFER 303.661.9 800 (1201 E205) • . (DOD r s'lio E 206 s..-- ; E20 • LE-11 CAFE TABLE BASE WEST COAST INDUSTRIES No. 41.1120.17H COLOR: BLACK WE ST CO AST INUSTR DIES NORM SOBEL 800.243.3150 . • 03) 6 • - . - (F76-4) 1 1 COMMUNITY TABLE 24" X 72" CUSTOM CHERRY WD. FINISH DESIGN FABRICATORS SCOTT SNOUFFER 303.661.9800 I • " 1 ' I \ A I ! 1 L.) :‘ vV L F, COUNT . -- . , . (F105) . , 1 .. ., COMMUNITY TABLE BASE • WEST COAST INDUSTRIES No. 44.2021.22 COLOR: BLACK WEST CO INDUSTRIES NORM SOBEL 800.243.3150 . . ., TABLE TOP - 24" X24" GRAPHIC TOP CUSTOM CHERRY WD. FINISH TOM STULTS 251.986 6000 2 (F106) 19 FURNITURE FIXTURE & EQUIPMENT PLAN . . C4 , ; 4* • , CUPPING TABLE - 48" DIA. CUSTON CHERRY VID. FINISH 8 T G AB 0. L: 92 T . OP 379 1CS 0 DANNER LEE DANZIGER .323.37 7.3388 = i ... .1 SCALE: 1/ 4" 1 0 14kAhA411 FC N e ; LOUNGE CHAIR LOWENSTEIN HUDSON No. 8618 LIGHT CHERRY FINISH LOWENSTEIN RITA HARTMAN , I ! f l'. : h • ' • 7 --- H ! 1 :..... - .. , ! + . -. t- ( i`J/t -' M FA I L.r-tr_uuLt_ CE109) !NASHON" END TABLE j20" DIA. CUSTOM CHERRY WD. FINISH VI/ RED STAIN TOP IRUW000 PRODUCTS RYAN MCMURTRIE 626.815.0177 - 1 4.) 4 , . . . ... - , E;(i (: ' 7- ORE„ - i..!(.:. , _ . . ;rsi E.A E ....),, 2;77;,. C..)4 M .F._ . hi F E i .P-7' . 1 4._ i.. L. - '` " ' . ti,„ W A r ,.. UL t./ .O.J i .. ik It 0.t.MAKA \ 1..,,,,, ... • 1 . L.A... Jk,, 1 ix...PN; frIPIKUr . rill.'..n..L • NW JILL 1 rt NAM eh, ) Zs.' (. :., -C._ i A .C., ,rl.: it, UL. 1 HP' HZ W 1 A 1 ,;(,)L 0 Ht.) I ,. ? . t , t...J4 ,, L. ...pint..., OUTDOOR CHAR EMU - MODEL! SARA, 7-SLAT FsH: STAINLESS EMU: JAN TRISKA 561.487.0809 (WINTER) 011.377.9330.1705 (S) E1=.40 :-.,.._...._. :,-.-- H. , L• ,...., ,,. . ..:..:• , 2 ■:', ,'..-. • ...24 . ; ,.., , . ........ c .,u, u,.. - ) 0 . I s ..fis o ,, .." i GM . . . : .0 ;:,,14; , e'. „ : „ , -, ,, ,., „ , . ea D C -1'L I: BE EA .i;P'%E - - • - - , ..) ..:..5.9€,E LE - _ 1 ,.. , -, 7 60 CE123) (E124) CC) ,C,.)Ivs.fl I I J OUTDOOR TABLE EMU - MODEL: KISS 24" DAV JAN TR1SKA 561.487.0809 (WINTER) 011.377.9330.1705 (S) 2 i.,.. P A :.- : .4 / ,1' '-.E C .. Ell.'%'.i 7'. , ,,, 2 ; ,.., ,......., ,- , L. 3 ..,v AC't ../E.11. .. •••,.. ....,-.. - %ht.*/ t.i* A 1../ -, v , ..,/ i GOO E103 Pi. .5 .,."1 "5 .) :5 - a.... OUTDOOR ADA TABLE , EMU - MODEL: PRO TOTIP (122x71) EMU: JAN TRISKA 56 ( WIN TER) 011.377.9330.1705 (S) C i E D ...., . , ; , . .4, - ; .., ..., , . r , . i . . _ - 7 , . - ( 2 . 25 ' ' 1 5 41.. O.., G E ) -.---4 .., • • • • • • , . , . . . , . ■■.. • . . / . . . . , SA!, ,.., , . `'..-'-',.,,.. 1 i., 4 , 4 _ • ...4 74 i .--,, ,..---4 . f--...........-t t QED ')5 . . i - ,-.:. . . - .. _ _ ... ..,:., . .c . ‘, • -..., , ....-.. , , ..: ; . E E , (1127) . :3 Z .1 _ - _ _ _.z ; ANY - SCC/ - . • -.. A'. JIM t■--, „ . . ,... ,., _ . . 1 ..........--......... \„El - - ' ...,„;.-_,, ,-,:-.-. :- !- _._, . . - 44.: . "..'..'..' . • f .... • 7 _ _ - .. - No T USED • , ..": . ■ . • • i ' F =4. - (f 200) ,...., ,./.-...,...., il Tip • il L!,' 6 P.: ...., :..;:. Y. . pf • ;•-: : .....: ‘,.: Q 17'1," I,. ,19 .. -* -; 6 D 3 On ■•••■•..,■■- , NOUN . .1/P L.irr ; MM ; - , .. ,. '. r 43 .:2; 151.i 4.---...•■•• E1=k4 ' 7 : : 7 .:P .:,!. _ A , C :.•,;.- . -, : • ' % . - V ‘,;!- k .: 7 ■• a , .. 7. Y. c - .. . : ,. 1r21/2) , ...-.......- _ • ,rk ow,... , v rt , i. ti L 1 ,-, - .... , _ , 5(..../ , ...-- .3.... ,, L 5 ...41 ..---.....--t-L__.__.i_...„,,...._..„_„,........_._.... -, v ':.•-.. ;;:, .,., , ...„ 60 vy td V 0-- .) 41•••■••■■•••116 1 to t _ . 1.) - i ' i ), 4 I . ' t / 4 . FICID4 a -- NOT USED lorry _ . - TUKW/LA 10 (9 . ,. .•‘.! A . - - -... :- ; .. '---_, ":, CA , . . _vvi.,,:t., - ,,,, •-; ■ A ■ ii)N Y. :„,- T &STE ( ut, , .,,c v■ .3 B NAN° Fir: :ORP;E__ .., k tjtJA , ...muum ..- -,_, ,' B.. - + .... ,.4 ",11 •;,.) / 2" DEC 11 4 2094 - FT / . . . r. , . • . 1 , ;:o .--4 e, ...s: ;. ' - ...--:•.*: - .... . :. - _,...- ,.. • - . 1 - .1 .,.: v. : A ''. , r , 7a.. .■ . ._ . s ! _ , ..,. , - . .f. C : ;J , - , 1 , .* ,.., d ' // 4 ' ' , '' - 1ED 4 €2 1 v ma 3 MARKET UMBRELLA. BASE AND PARTS 01880 21 (UM BRE LIN. •188022 (BASE W1 SECuRITY RIM Tit PATT1SON GRCiOt MARK PATTISoN CENTEFI - k:..j. ■ 7. . F • -4-, , . , .t.. . .- . 4 . ,. , 4 1 1_,) 1 . 44 .." ; A; 0' .d. 'Av EIRA::;KE- 2 ,..,-,../Q. _ ..,' 7..144 B .■•.411111ffilarmob......... , . ...: ...f _ ? r , _ -__ , )0 ( ); : :.' .'..1 )( 350 i-........p.-,.......--....s-............i-.-„..........•...---...-.-t..-.......... C.. t.i :iv J.0 ' 6 ,/ 4" .. o 206.675.1066 E, , _ - -,:', f-'. .. • - Lk! .;k - ,,-.... 1.-- F. _ • 4 ..7 s- ...., , „ •2 - . , ,-, - . , - -: •• .. -). ...•....., f, $€1, 4 41E) ,. .5 -e mi.., :)...)F - E. Ni_ F nj. 4 1' y „,.. : c L? R .;. CIROO A ( 7 1 P;A 1 C _, . . , LAI ) it.1/4 1 ,. ,_ : , . ,..,_ - . 1 ' . . .., . 'T (Fig) 8 11EROWOSING UNIT 'E114 . :LP, 'c ' „: ; • -,-; .. , ••■•■■ .V..i. .. : . . - ..:: . - ; ' r • . C - ' . i. 111[114) , ..■ • ) '-- _, fr . . ... ...,. 1'; '.,..., --........,,.......-.-..........-......... -.16 . 3 , .. y M (....■........, CONDIMENT Ma • ..i.m.i.1 ._ - : 1 ; • • • . • . • ' t: .-....4-; i,• .s.- : r;, A AT . TENF.R C;',R IA A _,T (, ■: . , , . 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SEATTLE'S BEST COFFEE 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 95134 (206)318.1575 TIME PUNS NOJP11ATIOIS, M NELL M EMUS MU COME WYE NO 10001 TIIAD9MAS NO COMM ME 7)E EUJEIIE PSflPERTY OF ST os OOMP011 Tql NN PM#MEIR"1U& IOCIRCATD4 MUM MOIpl1PE Qt TIES MOW fOR NN Pall= OF TIO •IIIOUT RAIEICIE PNOR OUTTEN 001OEPR II ETlrcf LY MONITilk ill I '' K L C A R C H I T DA53 LORE, !T OVERLAND PAM . MANSAS IM 190► •9.1111 Mc • M.C. 1 . — V E E C T . 9/IE 7M KZIO nw 1'9 vn Arne I Ci• • • REV DATE DESCRIPTION 12 -10-04 CD 1 -11- ; CITY SET COMMENT AED ASHINGTON -a ' ' • . r • co co r 4.0 (3) Z 0 - I--- 0 Z •Q _J ,n! W w w I— IL ,0 Z L.. ° 0 v U 1-- 2 CO Z w W I = S' Z D 0 0 0 Z l ' i ' CO . 2 W .... --I r u- ;E: < 0 ,... ..., ....... co (,) T . U a E y PROJECT NO. 4060.012 SBC STORE NO. TBD ISSUE DATE: 9/28/04 PM: CE JC: BM CHECKED: CE SCALE: (DO NOT SCALE DRAWINGS) SHEET TITLE: REFLECTED CEILING PLAN A2 0 A N NtL v W REF-LECTED CEIUNG PLAN SCALE: 1/4" = 1'-0" RE: SHT A4.0 FOR LAY-IN CEILING AND GYP BRD INSTALLATION DETAILS. SCALE: 3/4" = 1-0" L -200 L-201 L-202 L-203 1-204 1-205 L -206 L-207 11 48 110A3 5 -!0 1/4" E JANITOR RM RKRM 0 o W BENERAL SEI$MIc BRACING NOTE, ALL KICKER BRACING ,-- --- .- -.�-,_ -,,•—■ FROM 13 -0" A.F.F. T GENERAL CONNECTIONS STRUCTURE ABOVES NOTE• (6' -0" IN LENGTH ±) SOFFIT CONNECTIONS SHALL BE 3 -5/8" 20 I TO BE MADE WITH #12 G.A. METAL STUD SCREWS. FOUR (4) CONSTRUCTION W/ I SCREWS ARE TO BE STIFF BACK AT THE USED AT EACH MIDPOINT 0 4' -0" O. . CONNECTION. THIS BRACING TO OCCUR I i WILL RESULT IN 400 BOTH DIRECTIONS TYP. IBS. OF RESISTANCE LAT EACH CONNECTION. )o CAFE S LIGHTING SCHEDULE J I OIJL 1 I t:M iw 1 1 ( utak.Rf" LU t.M I IVk rtlmll'W 1 LIU7r11 - * IIItl) W at.A 1 MrI, 13 WATT, 4 PIN W/ G24 -10 BASE CF13- DDE827 4' -0" LIGHT TRACK 8'-0" LIGHT TRACK LIGHT TRACK - LIVE END FEED CONNECTOR PAR 30 GIMBLE RING TRACK HEAD 60PAR30 /CAP /NFL LAMP PAR 30 GIMBLE RING TRACK HEAD 60PAR30 /CAP /NFL LAMP EXIT LIGHT 1 Mr u/ J 1 Tit i r arl�n EXIST. ACT rtmJ , 3/4' DIAMETER A3 BOLTS LAY -IN VINYL FACED GYPSUM CEILING TILE JUNO - (R48L) COLOR: BLACK JUNO - (R88L) COLOR BLACK JUNO - (R38B1) COLOR: BLACK PROVIDE UNISTRUT PI653SS8EAM G AMF' ON EACH 5IDE OF BAR JOIST BOTTOM CORD. 14 6A. CLIP ANGLE W (4) *12 -I4 5ELF TAPPING TEK SCRE 6l5. L I6HTGUA6E JUNO (T2208L) SHROUDED TRACK HE - SM SYLVANIA 60PAR30 /CAP /SPL /NFL25 JUNO (T220WH) SHROUDED TRACK HEAD - SM SYLVANIA 60PAR30 /CAP /SPL /NFL25 3 LAMP 2 X 4 RECESSED TEE BM LAY LITHONIA (2GT8 332 Al2GEB) W/ PRISMATIC LENSES 4' -0" LAMP SYLVMIIA F032 /830 /ECOI GWB SOFFIT 0 12' -5" A.F.F. RE: GENERAL SEISMIC BRACING NOTE, A2.3 1/2" F.R.T. PL YWOOD BACKING Z VARIES c i:a..rvw L ww • S \L i 206.343.9323 CED: PRIM OSSTYN CED: PAM OSSTYN 206.694.6539 CED: PAM OSSTYN 206.694.6539 CED: PAM OSSTYN 206.694.6539 CED: PAM OSSTYN 206.694.6539 CED: PAM OSSTYN 206.694.6539 CED: PAM OSSTYN 206.694.6539 EXISTING RETAIL SPACE � noc1 1 c:uMMtNI 1, 2 4 ROOF JOISTS 6' -0" 0.C. MAX FIELD VERIFY /8' ET EC 0 EC) RADIUSED E SOFFIT BEYOND 4'-6 1/8" 3 5/8" x 14 GA BOX COL W/ 1 5/8" FLANGE ' GYP. D. ON 3 5/8" AL S D AT 16" O.C. JRE 0 TRUCTURE V • % BRACE AS 3 /b' x166A. 5 NA 5/8" LIGHTING SCHEDULE TMbU1 1 I i M Iv i 1-210 6' -0" D.C. MAX GWB SOFFIT • 12' -5" A.F.F. 1 1 81/2 " J. lJ x,1 n - i RJfr� L LrU.i� i I%JIr L -208 20 INCANDESCENT DOWN LIGHT EMERGENCY LIGHTS LAY-IN ACOUSTIC CEILING TILE CFEOULE NOTES: WITH 13w FLUORESCENT LAMPS . CENTER OVER TABLE BELOW. REFER TO FF 6 E PLAN, A2.2 5. WITH PRISMATIC LENS MD 120 VOLT ELECTRIC BALLAST I. ENO FEED CONNECTOR FOR EVERY TRACK EXISTING ACT A L CEILING O 20'-0" R E SHEET A3.2 FOR PAINT COLOR INFORMATION I Mr h/ J 1 T Lt i WISH 16 &A CLIP ANGLE W/ VERTICALLY SLOTTED HOLES TO ALLOW FOR I' VERTICAL DEfi..ECTION ACT CEILING 0 12' -6" B.O. SOFFIT Q 12' -5" B.O. GYP CEILING C 10' -6" B.O. SOFFIT Q 9' -6" DENOTES EXISTING SPRINKLER HEAD LOCATIONS. SPRINKLER SUB CONTRACTOR TO SUPPLY ALL NECESSARY PROPOSED MODIFICATIONS TO LOCAL MUNICIPALITY FOR REVIEW AND RECEIPT OF PERMIT. I SOURCE: 1/2" F.R.T. PLYWOOD BACKING LAY -IN - VINYL FACED GYPSUM CEILING TILE COMMENTS: RED GENERAL SEISMIC BRACING NOTE, A2.3 0 0 1' 1' VARIES 5/8" Y . BD. ON 3 8" METAL S ' D AT 16" O.C. . E ''E TO S ' UCTURE ABOVE D BRACE AS REQUIRED . GENERAL NOTES 1. REFER TO INTERIOR ELEVATIONS FOR FINISH SCHEDULE. 2. GWB CEEM4GS TO OE 5/8" GYP 8D OVER 3-918" X 25 GA MTL STIRS 1 24" O.C. (U.N.0.) 3. PROVIDE LAMPS FOR ALL LIGHT FIXTURES PLUS EXTRA STOCK OF 10 LADS FOR EACH FIXTURE TYPE. 4. SPACING OF HANGERS FOR SUSPENDED CEILING MUST NOT BE MORE THAN 4' -0" D.C. SPLAYED HANGERS MUST OE PROVIDED FOR THE INTERMEDIATE HANGERS *ROM SUPPLEMENTAL STEEL. USE *12 HANGER WIRES. NO WINGERS ARE TO BE ATTACHED TO HVAC EQUIPMENT, PLUMBING, OR ELECTRICAL CONDUIT. HANGERS SHALL iR: ATTACHED TO STRUCTURAL ELEMENTS OILY. 00 NOT ATTACHED TO )(CKING. 5. ALL SOFFITS, JUNCTION BOXES, HVAC GRLLES, ACCESS PANELS, ETC. SHALL 3E PAINTED TO MATCH ADJACENT CEILIN(J, UNLESS NOTED OTHERWISE. 5. . ALL NEW GYPSUM BOARD CEILINGS INSTALLED OVER SERVICE AREA TO HAVE : PDXY PAINT OVER ALL HORIZONTAL SURFACES. ,D CENTER POINT OF CIRCLE SOFFlT. • EXISTING CEIUNG TO REMAIN ti 3 NOT I3SED. C NOT USED. ® NEW GYP. BD. SOFFIT ABOVE. ® INSTALL LIGHT FIXTURES; SALVAGED FROM CEILING DEMOLITION AS SHOWN. (D NO WORK THIS AREA. ® NOT USED. , -, NEW SBC NON - ILLUMINATED SOFFIT SIGNAGE; GC TO COORDINATE INSTALLATION WITH' BORDERS & CM & SIGNAGE VENDOR; RE: DWG A3.2 FOR ADDITIONAL INFORMATION. <,11D) START POINT OF CEILING GRID I VERIFY COLOR FOR NEW BORDER'S STORE SOFFIT W /SBC CONSTRUCTION MANAGER x•12 EXISTING CEILING HEIGHT AT 2p' -0 ". , .13 SUSPENDED INTERIOR ILLUMINATED SIGNAGE. SEE SIGNAGE ELEVATIONS DRAWING A3.1 AND ELECTRICAL DRAWINGS. G.C. TO PROVIDE ELECTRICAL HOOKUPS. MENU BOARDS. SEE INTERIOR ELEVATIONS DWG A3.2. 15 RED CUP SIGN; RE: DWG A3.2 FOR ADDITIONAL INFORMATION. SCALE: 3/4" = 1'-0" KEY NOTES CAFE SERVICE ROOF JOISTS —� 6' -0" 0.C. MAX . FIELD VERIFY } 0 . s . I ,.• ' O 0 HVAC SUPPLY HVAC RETURN Gw8 CLG. %NAGE LAY -IN ACOUSTIC CEILING TILE PT -4 S-G OFFIT DETAIL CEILING LEGEND ELECTRICAL OUTLET LIGHT /DIMMER SWITCH J -BOX FOR SIGNAGE 2'X2' SUSPENDED CEILING GRID - SEE FINISH SCHEDULE SHEET A3.2 2'X4' SUSPENDED CEILING GRID - SEE FINISH SCHEDULE SHEET A3.2 . . r RE: DETAIL 15/A2.3 FOR TYP STRUCTURE CONNECTION NOTES. B.O. CEILING Atki, ELEV. 12' -6" B.O. SOFFIT 1 ,6, ELEV. 10' -0" CITY O X 1/1 JAN 2 0 2005 PERMIT CENTER PROPOSED LOCATIONS OF HVAC SUPPLY /RETURN SEE MECHANICAL DRAWINGS FOR EXACT LOCATIONS. CORRECTION OD+ 'HI '11 GENERAL NOTES SERVICE AREA EXISTING / r ' r I RETAIL SPACE KEY NOTES 1 , 1 EXISTING FLOOR SINK TO BE ABANDONED, RE: PLUMBING. EXISTING FLOOR SINK TO REMAIN, RE: PLUMBING. NEW FLOOR SINK LOCATION, RE: PLUMBING. - 4 NEW ENTRY FLOOR MAT. PLACE TILE IN HERRINGBONE PATTERN TOWN O CARPET TILE STARTING POINT. PORCELAIN TILE STARTING POINT. 7 CE NTER NEW WALK OFF MAT WITH CENTER OF DOOR. . FLOOR FINISH PLAN FLOOR FINISH SCHEDULE SYMBOL COMMENTS: QUARTER-TURN INSTALLATION SYMBOL r ITEM iQUAN1IT Y DESCRIPTION /LOCATION FLOOR TRANISTION: CERAMIC TILE TO EXISTING FLOOR MFG /STYLE /FINISH SCHUTER SYSTEM MODEL: RENO TK RADII,S SERIES R /ATEK 100 EXTENDED ANODIZED ALUM. EDGE PROTECTION COMMENTS: RE: DETAIL SECTION 6 / A4.0 SIM. LEES, WOVENCtRCUT 24X24 CARPET TILE FLOORING STYLE: SE263 COLOR: NO. 204 "SIMPLE BROWN" TILE FLOORING AND BASE DAL TILE - LA COSTA PORCELAIN; COLOR: RUST •LCO4 12X12 EACH. 6X6 BASE RANDOM PATTERN; 75% OF FIELD PATTERN TILE BASE TO BE 100t RUST COLOR FLOOR TRNWSTION: CARPET TILE TO CONCRETE RE: DETAIL SECTION DETAIL 7 / A4.0 TILE FLOORING A BASE DAL TILE - LA COSTA PORCELAIN; COLOR: GOLD • ._ 003 12X12 EACH 6X6 BASE RANDOM PATTERN; 25% OF FIELD PATTERN FLOOR TRANISTION: CARPET TILE TO EXISTING FLOOR VINYL REDUCER STRIP RE: DETAIL SECTION 12 / A4 _:_ c , , ;. • _ J t . .4 CONCRETE FLOOR SEALED W!TH (2) COATS OF WATER BASED CLEAR SEALER FT6 FLOOR TRANISTION: CARPET TILE TO FLOOR MAT RE: DETAIL SECTION S / A4.0 F '` . _. ' . FLOOR FINISH PLAN AND S C H J E D U L E rzzl WALK OFF MAT / NEAR ENTRY DR MFG: hECKMON DWIKE S YLE: DREADNOUGHT COLOR: HEATH OR 19 (SIZE: 19.5" x 19.51 EWING�01E PATTERN - - - GROUT TILE FLOORING GROUT SERIES: "SAM) BEIGE" MYDROMENT ST ANDARD " I'S 109/U202 A2 4 • FLOOR TTILE TO CERAMIC TILE CARPET TILE TERAllO STRP: BRUSHED ALUMINUM RE: OET/AL SECTION 6 / A4.0 FL OOR TRANISTION: CERAMIC TILE TO CONCRETE TERAllO STRIP: BRUSHED AL UMINUM RE: OE TAIL SECTION 7 / A4.0 EAST ELEVATION • BCRDERS t 1 GENERAL NOTES I. REFER TO INTERIOR ELEVATIONS SHEET A3.2 FOR GRAPHC SCHEDULE Po4--4-4•1 SIGNAGE SCHEDULE ITEM I sioi S102 1S 1 S104 S105 5106 QTY. 18" INDIVIDUAL LETTERS - ONE BILL MOORE & ASSOC. 0 LINE LOGO '510.526.0296 0 LINE LOGO DESCRIPTION /LOCATION 18" INTERNALLY ILLUMINATED 0 CHANNEL LETTERS 18" REVERSE PAN CHANNEL O HALO ILLUMINATED LETTERS 12" FLAT CUT NON- ILLUMINATED LETTERS - ALUMINUM 0 16" DOUBLE FACE ILLUMINATED 0 LOGO EXTERIOR BLADE 1 `510.526.0296 SOURCE 18" INDIVIDUAL LETTERS TWO BILL MOORE & ASSOC. BILL MOORE & ASSOC. 510.526.0296 BILL MOORE & ASSO6. 510.526.0296 BILL MOORE & ASSOC. 510.526.0296 24" SINGLE FACE ILLUMINATED BILL MOORE & ASSOC. LOGO EXTERIOR CABINET 510.526.0296 BILL M0ORE ASSOC. 510.526.0296 i; COMMENTS: 4 4 2, 3 2, 3 J ITEM 1S107 I 1sio1 IS1091 J siio 1 S112 S113 KEY NOTES OTY. DESCRIPTION /LOCATION 16" DOUBLE FACE ILLUMINATED BILL MOORE & ASSOC. 0 LOGO INTERIOR CABINET 510.526.0296 20" NON- ILLUMINATED WALL 0 MOUNT LOGO BILL MOORE & ASSOC. 510.526.0296 24" SINGLE FACE ILLUMINATED BILL MOORE & ASSOC. 0 RED CUP 510.526.0296 24" DOUBLE FACE ILLUMINATED BILL MOORE & ASSOC. 0 INTERIOR RED CUP 510.526.0296 24" SINGLE FACE LLLL4 NATED BILL MOORE & ASSOC. 0 EXTERIOR RED CUP 510.526.0296 24" DOUBLE FACE ILLUMINATED BILL MOORE & ASSOC. 0 EXTERIOR RED CUP 510.526.0296 24' DOUBLE FACE 1 ILLUMINATED LOGO INTERIOR CABINET NOTES' • CEILING MOUNTED 2. WALL MOUNTEW. BOTTOM OF SIGN MIN 8' -0" A.F .F. SOURCE I COMMENTS: BILL MOORE & ASSOC. 510.526.0296 . - • - - r +i►.�.w. +./.V.I.M�I erryln DEC 1 4 fli*v411 c: E j yltA 2, 3 2 2, 4 2, 4 2, 4 2, 4 2, 3 3. INTERNALLY ILLUMINATED WITH MCM OUTPUT FLUORESCENT LAMPS. 4. LL(WNATED WITH RED NEON AND /OR WHITE NEON 2401 UTAH A'v E:NI l ,EATTLE, X8134 (E Pt,W. , riiN. . c E _.k ATTI.E.•; RFS■ e'rF • ACE1tift$0 P ( nc c►r pt 'OPERT , ntr • • PROC'KTK'N '! THE 3t MAT' •• • THO' /1' STAPt S RN Tt•• VF EV CRATE 12-10-04 LJ LJ _L L .4: r r f � . E . _ r _ '.0 *Tsui.... AS WELL AS tIAME N* t �.' ►�'J. ART' pft I CrIL l''CI VE WPM.' t!;ofu. ST von '14 CIIYEgNE P. 1.•rK W40 i ps *'4,141 ¥I7 tie M!•WP. • U'POOPAT' d . AM ' 1. ,?t =X'.l ►:' ..'.)RE minir. k Nr P(rkT,:!t•I C,F TI{►1) . I Y I E M (:Vw ,L$T • - is ► ti$k *NL •4j14 7 I 1�1,jE i Ni (. ) BC • W ) t. E'.:;CRIF r I01,1 C« t E T 1 4 • r -. 3. ( i 'L . I_) • - 'i'►'►!Jr' +►•.. M' ..,. r ., -�y ./►•�kJpy� �y. .�ys.p �...� A .clt", �r•w• r $ . • / •, $ • '�*'. - ... ��Y•rrJ.•.r +�•••Nb.iF.•• •.r t . . . r . '+.••h • - •Yt r wJ.+YI , j / .., L ,,i/ // - , � r N '• .1.1: ...•�. r.111" /. v • •■•• *1 • . SCALE: 1/4" • 1' -0" J..t•. ••• ■1Nmw p ma Tuna ■■r ■s amp ea 111S11111111111111111111 IIIIIIIHNIIIINIIIIIIIHIVIIII mummememnI IiiiIMIXIIIIIIIIIIIIIIIIIIIIIMNI � Mi asrw■pr■lss■■ ■ sswrww■■ M■ /i■■ww■na■■sss/■wsi/srssssst./■ i ■■ ■■ /r / ■r /!•■ii / //r■ /isr ■IV■ ■r■ ! /■sw■Mnsir■r■N■■ . rl• iii■ i■!/r/ M■ rt• ss■■/// w■■■!// i///l rw1,l l •/r/■lsilrr■!r■r■! / ■11lliii/�■wr ■ ■l ■ ■li ■rill ■i /l / ■■ ■ill ■llr ■illlli /iii ■r /Ili 11 ■l / //riiil■ /11/11!!! /■/ ■�■r■■■ ■rr■l■ ■l■■ 1111■ ii■/l rwl■ r■ lr�Ir■■l•■■ rl i ■ /■i■■i■ia•l■i■a ■ ■ ■!lllllllllillllliN ■■ ■/! ■llli! /rir iii!//l/ lil /l /llrrlliillr /lal /liliirl!■ ______p 1■■ rlil■■ sil■== l■■/>,■ ur•> Itaiit ■t�swwsll ■l■■ui /■■■s■■■■ ■a■■■l■ EAST ELEVATION • BCRDERS t 1 GENERAL NOTES I. REFER TO INTERIOR ELEVATIONS SHEET A3.2 FOR GRAPHC SCHEDULE Po4--4-4•1 SIGNAGE SCHEDULE ITEM I sioi S102 1S 1 S104 S105 5106 QTY. 18" INDIVIDUAL LETTERS - ONE BILL MOORE & ASSOC. 0 LINE LOGO '510.526.0296 0 LINE LOGO DESCRIPTION /LOCATION 18" INTERNALLY ILLUMINATED 0 CHANNEL LETTERS 18" REVERSE PAN CHANNEL O HALO ILLUMINATED LETTERS 12" FLAT CUT NON- ILLUMINATED LETTERS - ALUMINUM 0 16" DOUBLE FACE ILLUMINATED 0 LOGO EXTERIOR BLADE 1 `510.526.0296 SOURCE 18" INDIVIDUAL LETTERS TWO BILL MOORE & ASSOC. BILL MOORE & ASSOC. 510.526.0296 BILL MOORE & ASSO6. 510.526.0296 BILL MOORE & ASSOC. 510.526.0296 24" SINGLE FACE ILLUMINATED BILL MOORE & ASSOC. LOGO EXTERIOR CABINET 510.526.0296 BILL M0ORE ASSOC. 510.526.0296 i; COMMENTS: 4 4 2, 3 2, 3 J ITEM 1S107 I 1sio1 IS1091 J siio 1 S112 S113 KEY NOTES OTY. DESCRIPTION /LOCATION 16" DOUBLE FACE ILLUMINATED BILL MOORE & ASSOC. 0 LOGO INTERIOR CABINET 510.526.0296 20" NON- ILLUMINATED WALL 0 MOUNT LOGO BILL MOORE & ASSOC. 510.526.0296 24" SINGLE FACE ILLUMINATED BILL MOORE & ASSOC. 0 RED CUP 510.526.0296 24" DOUBLE FACE ILLUMINATED BILL MOORE & ASSOC. 0 INTERIOR RED CUP 510.526.0296 24" SINGLE FACE LLLL4 NATED BILL MOORE & ASSOC. 0 EXTERIOR RED CUP 510.526.0296 24" DOUBLE FACE ILLUMINATED BILL MOORE & ASSOC. 0 EXTERIOR RED CUP 510.526.0296 24' DOUBLE FACE 1 ILLUMINATED LOGO INTERIOR CABINET NOTES' • CEILING MOUNTED 2. WALL MOUNTEW. BOTTOM OF SIGN MIN 8' -0" A.F .F. SOURCE I COMMENTS: BILL MOORE & ASSOC. 510.526.0296 . - • - - r +i►.�.w. +./.V.I.M�I erryln DEC 1 4 fli*v411 c: E j yltA 2, 3 2 2, 4 2, 4 2, 4 2, 4 2, 3 3. INTERNALLY ILLUMINATED WITH MCM OUTPUT FLUORESCENT LAMPS. 4. LL(WNATED WITH RED NEON AND /OR WHITE NEON 2401 UTAH A'v E:NI l ,EATTLE, X8134 (E Pt,W. , riiN. . c E _.k ATTI.E.•; RFS■ e'rF • ACE1tift$0 P ( nc c►r pt 'OPERT , ntr • • PROC'KTK'N '! THE 3t MAT' •• • THO' /1' STAPt S RN Tt•• VF EV CRATE 12-10-04 LJ LJ _L L .4: r r f � . E . _ r _ '.0 *Tsui.... AS WELL AS tIAME N* t �.' ►�'J. ART' pft I CrIL l''CI VE WPM.' t!;ofu. ST von '14 CIIYEgNE P. 1.•rK W40 i ps *'4,141 ¥I7 tie M!•WP. • U'POOPAT' d . AM ' 1. ,?t =X'.l ►:' ..'.)RE minir. k Nr P(rkT,:!t•I C,F TI{►1) . I Y I E M (:Vw ,L$T • - is ► ti$k *NL •4j14 7 I 1�1,jE i Ni (. ) BC • W ) t. E'.:;CRIF r I01,1 C« t E T 1 4 • r -. 3. ( i 'L . I_) • - 'i'►'►!Jr' +►•.. M' ..,. r ., -�y ./►•�kJpy� �y. .�ys.p �...� A .clt", �r•w• r $ . • / •, $ • '�*'. - ... ��Y•rrJ.•.r +�•••Nb.iF.•• •.r t . . . r . '+.••h • - •Yt r wJ.+YI r.111" /. v • •■•• *1 • . SCALE: 1/4" • 1' -0" J..t•. ••• ■1Nmw p ma Tuna ■■r ■s amp ea 111S11111111111111111111 IIIIIIIHNIIIINIIIIIIIHIVIIII mummememnI IiiiIMIXIIIIIIIIIIIIIIIIIIIIIMNI � Mi asrw■pr■lss■■ ■ sswrww■■ M■ /i■■ww■na■■sss/■wsi/srssssst./■ i ■■ ■■ /r / ■r /!•■ii / //r■ /isr ■IV■ ■r■ ! /■sw■Mnsir■r■N■■ . rl• iii■ i■!/r/ M■ rt• ss■■/// w■■■!// i///l rw1,l l •/r/■lsilrr■!r■r■! / ■11lliii/�■wr ■ ■l ■ ■li ■rill ■i /l / ■■ ■ill ■llr ■illlli /iii ■r /Ili 11 ■l / //riiil■ /11/11!!! /■/ ■�■r■■■ ■rr■l■ ■l■■ 1111■ ii■/l rwl■ r■ lr�Ir■■l•■■ rl i ■ /■i■■i■ia•l■i■a ■ ■ ■!lllllllllillllliN ■■ ■/! ■llli! /rir iii!//l/ lil /l /llrrlliillr /lal /liliirl!■ ______p 1■■ rlil■■ sil■== l■■/>,■ ur•> Itaiit ■t�swwsll ■l■■ui /■■■s■■■■ ■a■■■l■ EAST ELEVATION • BCRDERS t 1 GENERAL NOTES I. REFER TO INTERIOR ELEVATIONS SHEET A3.2 FOR GRAPHC SCHEDULE Po4--4-4•1 SIGNAGE SCHEDULE ITEM I sioi S102 1S 1 S104 S105 5106 QTY. 18" INDIVIDUAL LETTERS - ONE BILL MOORE & ASSOC. 0 LINE LOGO '510.526.0296 0 LINE LOGO DESCRIPTION /LOCATION 18" INTERNALLY ILLUMINATED 0 CHANNEL LETTERS 18" REVERSE PAN CHANNEL O HALO ILLUMINATED LETTERS 12" FLAT CUT NON- ILLUMINATED LETTERS - ALUMINUM 0 16" DOUBLE FACE ILLUMINATED 0 LOGO EXTERIOR BLADE 1 `510.526.0296 SOURCE 18" INDIVIDUAL LETTERS TWO BILL MOORE & ASSOC. BILL MOORE & ASSOC. 510.526.0296 BILL MOORE & ASSO6. 510.526.0296 BILL MOORE & ASSOC. 510.526.0296 24" SINGLE FACE ILLUMINATED BILL MOORE & ASSOC. LOGO EXTERIOR CABINET 510.526.0296 BILL M0ORE ASSOC. 510.526.0296 i; COMMENTS: 4 4 2, 3 2, 3 J ITEM 1S107 I 1sio1 IS1091 J siio 1 S112 S113 KEY NOTES OTY. DESCRIPTION /LOCATION 16" DOUBLE FACE ILLUMINATED BILL MOORE & ASSOC. 0 LOGO INTERIOR CABINET 510.526.0296 20" NON- ILLUMINATED WALL 0 MOUNT LOGO BILL MOORE & ASSOC. 510.526.0296 24" SINGLE FACE ILLUMINATED BILL MOORE & ASSOC. 0 RED CUP 510.526.0296 24" DOUBLE FACE ILLUMINATED BILL MOORE & ASSOC. 0 INTERIOR RED CUP 510.526.0296 24" SINGLE FACE LLLL4 NATED BILL MOORE & ASSOC. 0 EXTERIOR RED CUP 510.526.0296 24" DOUBLE FACE ILLUMINATED BILL MOORE & ASSOC. 0 EXTERIOR RED CUP 510.526.0296 24' DOUBLE FACE 1 ILLUMINATED LOGO INTERIOR CABINET NOTES' • CEILING MOUNTED 2. WALL MOUNTEW. BOTTOM OF SIGN MIN 8' -0" A.F .F. SOURCE I COMMENTS: BILL MOORE & ASSOC. 510.526.0296 . - • - - r +i►.�.w. +./.V.I.M�I erryln DEC 1 4 fli*v411 c: E j yltA 2, 3 2 2, 4 2, 4 2, 4 2, 4 2, 3 3. INTERNALLY ILLUMINATED WITH MCM OUTPUT FLUORESCENT LAMPS. 4. LL(WNATED WITH RED NEON AND /OR WHITE NEON 2401 UTAH A'v E:NI l ,EATTLE, X8134 (E Pt,W. , riiN. . c E _.k ATTI.E.•; RFS■ e'rF • ACE1tift$0 P ( nc c►r pt 'OPERT , ntr • • PROC'KTK'N '! THE 3t MAT' •• • THO' /1' STAPt S RN Tt•• VF EV CRATE 12-10-04 LJ LJ _L L .4: r r f � . E . _ r _ '.0 *Tsui.... AS WELL AS tIAME N* t �.' ►�'J. ART' pft I CrIL l''CI VE WPM.' t!;ofu. ST von '14 CIIYEgNE P. 1.•rK W40 i ps *'4,141 ¥I7 tie M!•WP. • U'POOPAT' d . AM ' 1. ,?t =X'.l ►:' ..'.)RE minir. k Nr P(rkT,:!t•I C,F TI{►1) . I Y I E M (:Vw ,L$T • - is ► ti$k *NL •4j14 7 I 1�1,jE i Ni (. ) BC • W ) t. E'.:;CRIF r I01,1 C« t E T 1 4 • r -. 3. ( i 'L . I_) • - 'i'►'►!Jr' +►•.. M' ..,. r ., -�y ./►•�kJpy� �y. .�ys.p �...� A .clt", �r•w• r $ . • / •, $ • '�*'. - ... ��Y•rrJ.•.r +�•••Nb.iF.•• •.r t . . . r . '+.••h • - •Yt r wJ.+YI SERVICE AREA SOUTH SCALE: 1/4' = 1 CAFE SEATING WEST SCALE: 1/4" • INTERIOR ELEVATION SERVICE AREA WEST 9 <> SERVCE AREA NORTH SCALE: 1/i' 1 SCALE: 1/4" - 1 GRAPHIC MOUNTING HEIGHTS SCALE: 1/4" • 1 SERVICE AREA NORTH SCALE: 1/4" = OPEN TO BEYOND —/ SERVICE AREA EAST SCALE: 1/4" = GENERAL NO I ES KEY NOTES 0 . 10T USED. .XISTING BORDERS BASE rNISI4 TO REMAIN. K — RANSITION POINT BETWEEN TILE AND CARPET. FINISH SCHEDULE AIN I - TAC•46APP ' • A IN !, y g, E A V , - 4 E 'F• L _,ATE _ • t_ Lc' ,..vE .._ I• T. I ; . - . - , JN . .7E A T • SEV _ •••-•_• A YE. : •••., 441 REVIEWED FOR CODE COMPLIANCE APPRovEo JAN 2 6 Z005 City Of TUkW1111 BUILDING DIVISION EL E f•09 4.I5 6 e F 4 5S4 S' J • cir: rukistA D EC 1 4 214 PE ftrr car : 1•9t.• At • .,0 • .11PA••,, EMT SIZE MAXIMUM LENGTH V22 3' -11' 3/47 5' -2" 1"a 6' -6" 1-4/4":' 8' -6" I-1/2"1 -10" 2 ' U 12 3/4" MAPLE VENEER PLYWOOD' FINISH - WF -I 3/4" X I I/4' SOLID MAPLE NOSING WITH WOOD FINISH - HF -I 3/4' X SOLID MAPLE APRON WITH WOOD FINISH I^F -I NOTE: CEILING FRAMING AT RECESSED FLUORESCENT DOP1LIGHTS (EI a E2) MIMST BE "HEADERED" TO ACCOMMODATE FIXTURE HOUSING. CONFIGURATIONS OF El 4 E2 VARY. OBTAIN FIXTURES FROM LIGHTING VENDOR PRIOR TO FRAMING. NOTE: PROVIDE AND INSTALL ADEQUATE SUPPORT WIRES, IN ADDITION TO FETAL FRAMING, TO STRUCTURE FOR ALL GYPSUM BOARD SOFFITS - DO NOT SUSPEND FRAMING FROM ROOF DECK • SEALANT CROSS TE NOTE: DIAGONALS NOT SHOhM FOR GLAR IY REFERS: NGE DETAIL 205/A421 INSTALL SEISMIC DETAIL AT 12' -O" O.G. PER IGBO RFPOR- NO. 4011. SECURE SUPPORT WIRES TO STRUCTURAL RAFTER` ABOVE - NOT TO R; /OF DECK ATTACHMENT OF SYSTEM TO COMP! Y WITH UB.G. STANDARD 25 -2 L I C HT FIXTURE SUPPOR T DETAIL TYP. SCALE : NTS !• •1 • • n VARIES CAFE CHAIR Rain SCALE : 6" • 1 TYPICAL WINDOW SILL DETAIL (U.N.O.) SCALE : NTS GENERAL NOTE: CONSTRUCTION OF SUSPENDED CEILING SHALL BE IN COMPLIANCE WITH CM STANDARD 25 -2. GENERAL BRACING NOTE ALL KICKER BRACING FROM le'.-o" A.F.F. TO STRUCTURE ABOVES (b' -O' IN LENGTH 4) SHALL BE 3 -5/8' 20 GA METAL STUD CONSTRUCTION 11/ STIFF BACK AT THE MIDPOINT A 4'-O" O.G. BRACING TO OCCUR IN BOTH DIRECTIONS TYP. 3.4 44 4: 2' -9" A.F.F. 5/8" GYPSUM WALL BOARD " CHERRY" STAINED MAPLE CHAIR RAIL, G.C. TO GLUE AND PIN MOUNT TO WALL 1/8" RADIUS C TOP AND BOTTOM "' NO. 12 GAGE HANGERS CONNECTED TO FIXTURE HOUSING (THESE WIRES MAY BE SLACK) TYP OF 2. NO. 12 GAGE HANGERS--+ WITHIN 3" OF EACH CORNER OF THE FIXTURE - TYP. L 'GH FIXTURE - MAIN RUNNER ."• EDGE OF 6YP. BD 1• WINDOW OPENING 3/4" APRON V8' RADIUS ALONG 510E5 AND BOTTOM TYPICAL WINDOW TERMINATION DETAIL SCALE : 3' = 1 CROSS TEE Vi ' DIAGONALS NOT SHOWN FOR GLAR I TY. REFERENCE DETAIL 205/A42I. INSTAL L SEISMIC - TY1 ° . MECHANICAL TERMINAL DETAIL AT 12' - O.G. PER ICBO REPORT NO 4011. SECURE SUPPORT WIRES TO STRUCTURAL RAFTERS ABOVE - NOT TO ROOF DECK. ' ATTACHMENT OF SYSTEM TO COMPLY WITH UB.G. STANDARD 25 -2 NOTE: PROVIDE SEISMIC DETAIL_ AT 12 - 0 " O.G. PER IGBO REPORT NO. 4Cr1I. SECURE SUPPOR WIRES TO STRUCTURAL RAFTERS ABOVE - NOT TO ROOF DEGK. 1 5/8" X 16 GAUGE METAL FRAMING • 4' - 0" O.G. 5E15 SCALE EXISTING CARPET MECHANICAL TERMINAL SUPPORT DETA L TYF. CARPET TILE SCALE : NTS MAINTAIN FLUSH TRANSITION - BETWEEN MATERIALS ANODIZED ALUMINUM TRANSITION TRIM MANUF. : SCHLUTER SYSTEMS MODEL : RENO AETK 100 PERIMETER RUNNER ATTACHMENT FOR AESTHETIC CITE ONLY. TIE ENDS OF MAIN NNERS MD CROSS, TEES TO PREVENT ADING. 12 GA. AIRE Ili/ 4 LOOPS MIN. NO. 12 GAGE HANGERS CONNECTED TO FIXTURE HCAT,IN6 (THESE WIRES MAY BE SLACK) TYP OF 2. 1 TYP. MECHANICAL DUCTWORK. NO. 12 SAS L`'R' NGER5. 4' -0" OL. TYP CONNECTED TO MAIN RUNNER EMT TIGHT TO STRUCTURE ABOVE. RE SGHED. FOR SIZE. 12 GAUGE VERTICAL HANGER vJIRE GOMPRE55ON STRUT REQUIRED AT EACH SEISMIC RESTRAINT 12" O.G. EACH WAY AND WITHIN vcr arrrow., 1/4" LARGER THAN SCHEDULED EMT NOTCH OVER MAIN RUNNER DRILL 5/32" HOLE FOR 1 /8" BOLT AND LOCK 4JT AFTER GElLIN' I5 LEVELED (4) -12 GAUGE SPLAY WIRES - SPLAYED 40° FROM EACH OTHER AND 45° MAX FROM GE!LINS PLANE — MAIN RUNNER GROSS TEE /S" STEEL CHANNEL_ FURRING 616" O.G. SECURE TO 15/8" METAL JOIST FRAMING WITH MINIMUM 8 GAUGE WIRE. SEISVIG Me DETAIL T'TP. SCALE : NT5 NOTE: PROVIDE SEISMIC DETAIL AT 12' -O" O.G. PER I GBO REPORT NC. 4011 SECURE SUPPORT WIRES TO STRUCTURAL RAFTERS ABOVE - NOT TO ROOF DECK 12 GA. WIRE W/ 4 LOOPS MIN. EMT TIGHT TO STRUCTURE ABOVE. RE SGHED. FOR SIZE. 12 GAUGE VERTICAL HANGER WIRE COMPRESSION STRUT REQUIRED AT EACH SEISMIC RESTRAINT 12" O.G. EACH WAY AND .WITHIN 6' - OF EACH WALL 1/4" LARGER THAN SCHEDULED EMT NOTCH OVER MAIN RUNNER DRILL 5/32" HOLE FOR 1/8" BOLT AND LOCK NUT AFTER CEILIN _ 1S LEVELED - (4) -12 GAUGE SPLAY WIRES - SPLAYED 40° FROM EACH OTHER AND 45° MAX. FROM CEILING PLANE. 1/8' STEEL CHANNEL FURRING 616" O.G. SECURE TO 15/8" METAL JOIST FRAMING WITH MINIMUM & GAUGE WIRE vfIG 61'P. BOARD GElLIN6 INSTALLED PET TYP NTS • ,. • CARPET INSTALLER TO FEATHER TRANSITION HT. WTH FLOOR MAT PRIOR TO INSTALLATION. CARPET TILE TO EXISTING CARPET TRANSITION DETAIL SCALE 6" • 1' -0" THE MAIN RUNNER DOOR AND FRAME ANODIZED ALUMINUM TRANSITION RE: SCHEDULE SEALED CONCRETE FLOOR MAT CARPET TILE uuuIuIflflI PORCELAIN T1LE THIN SET • DOOR AND FRAME SEALED CONCRETE • GLUE DOWN CARPET VINYL CARPET REDUCER MANUF. : JOHNSONITE COLOR : • 47 "BROWN" • • MAINTAIN r TRANSITION BETWEEN MATERIALS ANODIZED ALUMINUM TRANSITION TRIM MANUF. : SCHLUTER SYSTEMS MODEL : SCHIENE AE 100 • • • 1' TILE TO CARPET TRANSITION DETAIL SCALE 6" • 1' -0" • • • • V • Q • Q • 1111 . • : TILE TO CONCRETE TRANSITION DETAIL SCALE : 6" • 1' -0" • c a • r • • • •••• q • Q • • ONCRETE SLAB CARPET TO CONCRETE TRANSITION DETAIL SCALE 6" • 1' -0" 111 + 1 ' _ : Iliiii= s••— •••— Illiiil_••• - Illill • • • r• CONCRETE SLAB 11. • w • . . • •' •• w •w • ANODIZED ALUMINUM TRANSITION TRIM MANUF. : SCHLUTER SYSTEMS MODEL : RENO AETK 100 0008 AND FRAME MAY OCCUR. SCHLUTER. RENO -TK, AETK 100 ALUMINUM - -SATIN ANODIZED FINISH. TO BE CENTERED ON DOOR (OR OPENING GLUE DOWN CARPET • • . • '• • 1 • • CARPET INSTALLER TO FEATHER TRANSITION HT. WITH FLOOR MAT PRIOR TO INSTALLATION. • CARPET TILE TO FLOOR MAT IftANSITION DETAIL Y/tE 6" • r -P PORCELAIN TILE THIN SET CONCRETE SLAB arv DEC 1 4 20184 PEAe eMER r;: 1'i *' tt.i'. 'r", Af " f `_ Bf • r " ' AN I/API .. ?' i(' r '' , ',.PE Gel , .t TMf_ PAT T 1.1(.NiT :.TAE' R E `J LJ 1J _I_ L ( ..4 r •• I MIL! •I . 'I. A WELL Ar. '1.^.111 Ate' I.0 H ' 1 L . I I i ti DETAILS f •(.r; ', 'On A "1 A.`ir v ,'" 10'f Art- r ' ' ;;• 0-1 •.F 1rfFM' i .,1 - rEN • t tl tit ‘Tr 104.•. LOW' ;UTi r r,i ne few a w r.: „.V.• Iw ::••• A4.0 ' (:' - r- (6) 3/4' CONDUIT STUB -UPS. (1) PEDIGATED POWER FOR P05, (1) POWER FOR GHEGK VALID. PRINTERS, AND GASH DRAWERS, (I) POWER FOR FOOD CASE, (1) LAN (1) PHONE, t 'I) SPARE. SEE SHEET E -2. 3/4" ELECTRICAL STUB-UPS POWER RECEPTACLE FOR GHEGK VALID. PRINTER, AND GASH DRAWERS - 120V. 4 -PLEX, NEMA 5 -20R. MOUNT BOXES 6 *I? AFT - DEDICATED POWER FOR P05. - 120V (ORANGE) NEMA- 5-20R . 6ROMME T HOLE SRINEINS � STATION 8 POS PLAN BLOW COUNTER SCALE: P05 BY LICENSEE CHECK VALIDATION PRA NTER BY L IGF..NSEE POWER RECEPTACLE FOR CHECK VALID PRINTER, AND GASH DRAWERS - 120V 4 -PLEX, NEMA 5 -20R. MOUNT BOXES • +24" AFF. DEDICATED POWER FOR P05. - 120V (ORANGE) NE 1 - 1A 5 -20R. UNDERGOUNTER SAFES (2 EA SIDE) BOLTED IN PLAGE WITH VENDOR PROVIDED HDWR DATA GABLE WITH R -II JACK. BUNDLE EXTRA GABLE AND SECURE WITH GABLE TIES. MOUNT J -BOXES FLUSH TO INSIDE FACE OF FALSE BACK. ATTACH BOX BRACKET 50 J- BOXES GAN REMOVED FROM THE FRONT SIDE. (2) FLEX. GONDUI T TO J- BOXES, (I) POWER FOR CHECK VALID. PRINTERS AND GASH DRAWERS, AND (I) DEDICATED POWER FOR P05 (I) FLEX. CONDUIT I 1 H POWER TO FOOD CASE • Q" AFF. REFER TO COLUMBUS SHOWCASE SPECIFICATIONS FOR LOCATION OF J - MOUNT SURGE PROTECTOR TO LOWER SHELF (1) 3/4" SPARE CONDUIT STUB -UP (BEHIND TOE KICK) SCALE: 31 -4" 4f 3' -4" GRINDINS STATION & POS ELEVATION ORINDINS STATION B POS SCEMATIC SCALE *12 SGREWIS BETWEEN TRACK AND UNDERSIDE OF TRUSSES/STRUCTURE • 12" O.G. NOTE: NO CONAECTIONS ARE TO BE MADE TO UPSIDE OF DECK NOTE DO NOT SECURE ME TAL STUDS OR GYPSUM WALL BOARD TO Dom' LEG TRACK. N GEIL1N6 LME e BRACING NOT SMOWN • SCALE Ill 0 0 P05 ON GASH CORRAL BY LICENSEE DEFLECTIQN TRACK DTL SGAI Ice FG TO FIELD GUT HOLES IN FALSE BACK FOR POWER, DATA, AND PHONE GABLES. NOTE : SIZE DEEP LEG TRACK TO ACCOMMODATE A DEFLECTION OF LI360 OF THE JOISTS OR BEAM SPAN. SIZE DEEP LEG TRACK TO ALLOW FOR ONE INCH OF STIR OVERLAP PLUS DEFLECTION ALLOWANCE. STRUCTURAL DEFLECTION ALLOWANCE DEEP LE6 TRACK - SECURE TO UNDERSIDE OF DECK METAL RUNNER AT 5TJD5 - SECURE GYP. BD TO METAL RUNNER GYPSUM WALLBOARD AT PARTITION TYPES : 4, 4A, 5, 5A MAY OCCUR CUTOUT IN BOTTOM PANEL TO ACCESS CONDUIT 4c BACK AND ELECTRICAL CHASE CEILING LINE FIRE STOP AT CEILING LIFE, TYP. i _ 1__.0 _ _ -40 — FATE : KICKERS TO BE ATTACH TO TRACK WITH 4 *12 SCREWS. VER MEMBERS TO BE ATTACTGID TO DES LEG TRACK WITH 4 *12 SCREWS OR PA.F. POWER ACTUATED FASTENERS). POWER RECEPTACLE FOR SCALE AND 1 GRINDER AT 24' A.F.F. 1 LINE OF COUNTERTOP ABOVE GROMMET HOLE 4-OLE -BEAN GRINDER POKER RECEPTACLE FOR SCALE AND GRINDER AT 24" A.F.F. TELEPHONE BY LICENSEE PHONE GABLE WITH JACK MOUNT P05 TRANSFORMER TO FALSE BACK OF LOWER DRAWER COMPARTMENT. (5) 3/4' CONDUIT POWER, DATA, AND PHONE STUB -UPS (BEHIND TOE KICK) (6) 3/4" CONDUIT STUB-UPS. (1) DEDICATED POKER FOR P05, (I) POWER FOR CHECK VALID. PRINTERS, AND GASH DRAWERS, (I) POWER FOR FOOD CASE, (1) LAN (I) PHONE, t (I) SPARE. SEE SHEET E -2 3/4" ELECTRICAL STUB -UPS GROMMET HOLE P05 BY LICENSEE CHECK VALIDATION PRINTER BY LIG DEDICATED POWER FOR P05. - I20V (ORANGE) NE1 -IA 5 -20R. TELEPHONE BY LICENSEE DATA GABLE WITH R -II JACK. BUNDLE EXTRA GABLE AND SECURE WITH GABLE TIES. (2) FLEX. CONDUIT TO J- BOXES, (I) POWER FOR CHECK VALID. PRINTERS AND GASH DRAWERS, AND (I) DEDICATED POWER FOR P MOUNT P05 TRANSFORMER TO FALSE BALK OF LOWER DRAWER COMPARTMENT. PHONE GABLE WITH JACK (I) 3/4" SPARE CONDU I T STUB -UP (BEHIND TOE KICK) BACKL INE WALL I/2" HW t 1/2' CH SUPPLY LINES AND SHUTOFF VALVES 14/ T- FITTING TO DUMP SINK. 2' WASTE LINE 1 1 ! - G' . 4"1 I' -IO" n 11 N FOOD BARE POS PLAN SCALE: FOOD BARE 8 P05 ELEVATJON SCALE: FOOD FARE & POS WIRING SCEMATIC SCALE. C.ONTIM)0U STAINLESS BACKSPLA9H 4 COUNTERTOP W/ INTEGRAL SINK BOWLS. 1" OVERHANG CUTOUT IN BOTTOM PANEL TO ACCESS CONDUIT BELOW HAND SINK CABINET SCALE: 1)14-141 FALSE BACK AND ELF GTR'GAL CHASE POWER RECEPTACLE FOR GHEGK VALID. PRINTER, AND GASH DRAWERS - 120V. 4 -PLEX, NEMA 5 -20R. MOUNT BOXES • +15' AFF. DEDICATED POWER FOR P05. - I20V (ORANGE) NEMA 5 -20R LINE OF CASEWORK (BELOW COUNTERTOP) POWER REGEPTAGLE FOR CHECK VALID. PRINTER, AND GASH DRAWERS - 120V. 4 -PLEX, NEMA 5 -20R. MOUNT BOXES o +15" AFF. UNDERGOUNTER SAFES (2 EA SIDE) BOLTED IN PLACE WITH VENDOR PROVIDED HOHR MOUNT J -BOXES FLUSH TO INSIDE FACE OF FALSE BACK. ATTACH BOX BRACKET 50 J- BOXES GAN REMOVED FROM THE FRONT 510E. MOUNT SURGE PROTECTOR TO LOWER 5I -IELF (5) 3/4" CONDUIT POWER, DATA, AND PHONE STUB -UP5 (BEHIND TOE KICK) • • POKER RECEPTACLE FOR BREWER. 220V NEMA 14- 50R, MOUNT AT 22" AFF 1/2" CWN SUPPLY FOR BREWER STAINLESS STEEL COUNTERTOP AND E3ACKSPLA9H WITH END PANELS COFFEE BREV+ER STAINLESS STEEL COUNTERTOP AND BAGKSPLASH WITH END PANELS TRASH DROP OPENING POWER RECEPTACLE FOR BREWER AT 22' A.F.F SREV1I NCB STATION ELEVATION SCALE: POWER REGEPTI GAL FOR ot 11 - 0 " CONVECTION/ MIG NEMA 5 -20R RECEPTACLE FOR UNDERGOUNTER REFRI6 o 24" AFF. FLUSH BOX TO FACE OF GYP. CONVECTION/ MICROWAVE OVEN WARMING STATION HAND SINK PLAN SCALE: POKER RECEPTICAL FOR GONVEGTIOW MICROWAVE OVEN • 24" A.F.F. TRASH DROP OPENING- rT 1'-b' 2 1 -2 " �. 3' -10' nr:1 I' -IO" 4' -II" u u 0 � TI WARMING STATION HAND SINK ELEVATION SCALE: 4 -PLEX POWER RECEPTACLE FOR COFFEE WARMERS ABOVE. MOUNT AT 22" A.F.F. 4 t1 ; 0 6ROMME T HOLES ABOVE BREHINS STATION PLAN BLOW COUNTER SCALE: I 1 -8 " UNDERGOUNTER REFRIGERATOR UNDERCOUNTER REFRIGERATOR Tf I ' -2 11 POWER RECEPTACLE FOR WARMERS, AND SERVERS 22" A.F.F. I/2" HW t 1/2" CW SUPPLY HAND SINK 2" WASTE LINE FROM HAND SINK POWER OUTLET FOR FUTURE USE 0 24" AFF HAND SINK GONTINVOUS STAINLESS BAGKSPLASH t GOIR4TERTOF W/ INTEGRAL SINK 90WLS. HAND SINK POWER OUTLET FOR FUTURE USE • 24" AFF POWER OUTLET FOR REFRIG • 24" AFF • CIT RECEIVED JA N 2 0 2005 PERMIT CENTER SEATTLE `S E3EST COFFEE 2401 UTAH AVENUE SOUTH - :)EA TTLE, WASHI N&TON (18134 (206)318 -1515 ■•t' . r,I q , l c A 4 (4 c , r- G a - Q' i� A .-1 _ L A EATTLE'S BEST COFFEE NAPE A147 LO/A 'RA,EMARKS AND DESIGNS ARE THE EXCLU rm �'RQPERrr OF STARENJC.KS CORPORATION. ANY L EPROOUGTION. MODIr'r ATION, D15GLOe11FFE AND/OR '5E OF THESE MN'TQ :• L 5 (OR ANY PORTION OF TIEM) ell TI JT 'STA'E;K,K 'I OR 11RITTEN C.Q•LSENT `, STRICTLY PfaOHIHITFC. 0, R G P4 1 T G T 10 L ONE . *T. SINT! 100 ChM MV PARK. KANSAS 662 N/ /41.31 tm -e1e1 Fx, nrS1 •«a71 • M.0 1[L0%•11 •wc.ortcT �='EV DATE DES G P 'PTION 12 - 10 - 04 GD SET ' -II-05 CITY COMMENT id) cf szi) z 0 F-- z S 1f1 J F . ..IECT NO. 4UbU.0 1 2 SG STORE NO. TSD iSUE DATE 9/28/04 CE BM •NE CKED: CE �CALE: DO NOT SCALE DRAWINGS) SHEET TITLE: DETAILS A 4 . I WUNTY: < I NO GOUNT-r it : —y L . , J j I 1 i I1` it 1 11 1 1 1 tl 1 1 1 1 ---� IIL - - (6) 3/4' CONDUIT STUB -UPS. (1) PEDIGATED POWER FOR P05, (1) POWER FOR GHEGK VALID. PRINTERS, AND GASH DRAWERS, (I) POWER FOR FOOD CASE, (1) LAN (1) PHONE, t 'I) SPARE. SEE SHEET E -2. 3/4" ELECTRICAL STUB-UPS POWER RECEPTACLE FOR GHEGK VALID. PRINTER, AND GASH DRAWERS - 120V. 4 -PLEX, NEMA 5 -20R. MOUNT BOXES 6 *I? AFT - DEDICATED POWER FOR P05. - 120V (ORANGE) NEMA- 5-20R . 6ROMME T HOLE SRINEINS � STATION 8 POS PLAN BLOW COUNTER SCALE: P05 BY LICENSEE CHECK VALIDATION PRA NTER BY L IGF..NSEE POWER RECEPTACLE FOR CHECK VALID PRINTER, AND GASH DRAWERS - 120V 4 -PLEX, NEMA 5 -20R. MOUNT BOXES • +24" AFF. DEDICATED POWER FOR P05. - 120V (ORANGE) NE 1 - 1A 5 -20R. UNDERGOUNTER SAFES (2 EA SIDE) BOLTED IN PLAGE WITH VENDOR PROVIDED HDWR DATA GABLE WITH R -II JACK. BUNDLE EXTRA GABLE AND SECURE WITH GABLE TIES. MOUNT J -BOXES FLUSH TO INSIDE FACE OF FALSE BACK. ATTACH BOX BRACKET 50 J- BOXES GAN REMOVED FROM THE FRONT SIDE. (2) FLEX. GONDUI T TO J- BOXES, (I) POWER FOR CHECK VALID. PRINTERS AND GASH DRAWERS, AND (I) DEDICATED POWER FOR P05 (I) FLEX. CONDUIT I 1 H POWER TO FOOD CASE • Q" AFF. REFER TO COLUMBUS SHOWCASE SPECIFICATIONS FOR LOCATION OF J - MOUNT SURGE PROTECTOR TO LOWER SHELF (1) 3/4" SPARE CONDUIT STUB -UP (BEHIND TOE KICK) SCALE: 31 -4" 4f 3' -4" GRINDINS STATION & POS ELEVATION ORINDINS STATION B POS SCEMATIC SCALE *12 SGREWIS BETWEEN TRACK AND UNDERSIDE OF TRUSSES/STRUCTURE • 12" O.G. NOTE: NO CONAECTIONS ARE TO BE MADE TO UPSIDE OF DECK NOTE DO NOT SECURE ME TAL STUDS OR GYPSUM WALL BOARD TO Dom' LEG TRACK. N GEIL1N6 LME e BRACING NOT SMOWN • SCALE Ill 0 0 P05 ON GASH CORRAL BY LICENSEE DEFLECTIQN TRACK DTL SGAI Ice FG TO FIELD GUT HOLES IN FALSE BACK FOR POWER, DATA, AND PHONE GABLES. NOTE : SIZE DEEP LEG TRACK TO ACCOMMODATE A DEFLECTION OF LI360 OF THE JOISTS OR BEAM SPAN. SIZE DEEP LEG TRACK TO ALLOW FOR ONE INCH OF STIR OVERLAP PLUS DEFLECTION ALLOWANCE. STRUCTURAL DEFLECTION ALLOWANCE DEEP LE6 TRACK - SECURE TO UNDERSIDE OF DECK METAL RUNNER AT 5TJD5 - SECURE GYP. BD TO METAL RUNNER GYPSUM WALLBOARD AT PARTITION TYPES : 4, 4A, 5, 5A MAY OCCUR CUTOUT IN BOTTOM PANEL TO ACCESS CONDUIT 4c BACK AND ELECTRICAL CHASE CEILING LINE FIRE STOP AT CEILING LIFE, TYP. i _ 1__.0 _ _ -40 — FATE : KICKERS TO BE ATTACH TO TRACK WITH 4 *12 SCREWS. VER MEMBERS TO BE ATTACTGID TO DES LEG TRACK WITH 4 *12 SCREWS OR PA.F. POWER ACTUATED FASTENERS). POWER RECEPTACLE FOR SCALE AND 1 GRINDER AT 24' A.F.F. 1 LINE OF COUNTERTOP ABOVE GROMMET HOLE 4-OLE -BEAN GRINDER POKER RECEPTACLE FOR SCALE AND GRINDER AT 24" A.F.F. TELEPHONE BY LICENSEE PHONE GABLE WITH JACK MOUNT P05 TRANSFORMER TO FALSE BACK OF LOWER DRAWER COMPARTMENT. (5) 3/4' CONDUIT POWER, DATA, AND PHONE STUB -UPS (BEHIND TOE KICK) (6) 3/4" CONDUIT STUB-UPS. (1) DEDICATED POKER FOR P05, (I) POWER FOR CHECK VALID. PRINTERS, AND GASH DRAWERS, (I) POWER FOR FOOD CASE, (1) LAN (I) PHONE, t (I) SPARE. SEE SHEET E -2 3/4" ELECTRICAL STUB -UPS GROMMET HOLE P05 BY LICENSEE CHECK VALIDATION PRINTER BY LIG DEDICATED POWER FOR P05. - I20V (ORANGE) NE1 -IA 5 -20R. TELEPHONE BY LICENSEE DATA GABLE WITH R -II JACK. BUNDLE EXTRA GABLE AND SECURE WITH GABLE TIES. (2) FLEX. CONDUIT TO J- BOXES, (I) POWER FOR CHECK VALID. PRINTERS AND GASH DRAWERS, AND (I) DEDICATED POWER FOR P MOUNT P05 TRANSFORMER TO FALSE BALK OF LOWER DRAWER COMPARTMENT. PHONE GABLE WITH JACK (I) 3/4" SPARE CONDU I T STUB -UP (BEHIND TOE KICK) BACKL INE WALL I/2" HW t 1/2' CH SUPPLY LINES AND SHUTOFF VALVES 14/ T- FITTING TO DUMP SINK. 2' WASTE LINE 1 1 ! - G' . 4"1 I' -IO" n 11 N FOOD BARE POS PLAN SCALE: FOOD BARE 8 P05 ELEVATJON SCALE: FOOD FARE & POS WIRING SCEMATIC SCALE. C.ONTIM)0U STAINLESS BACKSPLA9H 4 COUNTERTOP W/ INTEGRAL SINK BOWLS. 1" OVERHANG CUTOUT IN BOTTOM PANEL TO ACCESS CONDUIT BELOW HAND SINK CABINET SCALE: 1)14-141 FALSE BACK AND ELF GTR'GAL CHASE POWER RECEPTACLE FOR GHEGK VALID. PRINTER, AND GASH DRAWERS - 120V. 4 -PLEX, NEMA 5 -20R. MOUNT BOXES • +15' AFF. DEDICATED POWER FOR P05. - I20V (ORANGE) NEMA 5 -20R LINE OF CASEWORK (BELOW COUNTERTOP) POWER REGEPTAGLE FOR CHECK VALID. PRINTER, AND GASH DRAWERS - 120V. 4 -PLEX, NEMA 5 -20R. MOUNT BOXES o +15" AFF. UNDERGOUNTER SAFES (2 EA SIDE) BOLTED IN PLACE WITH VENDOR PROVIDED HOHR MOUNT J -BOXES FLUSH TO INSIDE FACE OF FALSE BACK. ATTACH BOX BRACKET 50 J- BOXES GAN REMOVED FROM THE FRONT 510E. MOUNT SURGE PROTECTOR TO LOWER 5I -IELF (5) 3/4" CONDUIT POWER, DATA, AND PHONE STUB -UP5 (BEHIND TOE KICK) • • POKER RECEPTACLE FOR BREWER. 220V NEMA 14- 50R, MOUNT AT 22" AFF 1/2" CWN SUPPLY FOR BREWER STAINLESS STEEL COUNTERTOP AND E3ACKSPLA9H WITH END PANELS COFFEE BREV+ER STAINLESS STEEL COUNTERTOP AND BAGKSPLASH WITH END PANELS TRASH DROP OPENING POWER RECEPTACLE FOR BREWER AT 22' A.F.F SREV1I NCB STATION ELEVATION SCALE: POWER REGEPTI GAL FOR ot 11 - 0 " CONVECTION/ MIG NEMA 5 -20R RECEPTACLE FOR UNDERGOUNTER REFRI6 o 24" AFF. FLUSH BOX TO FACE OF GYP. CONVECTION/ MICROWAVE OVEN WARMING STATION HAND SINK PLAN SCALE: POKER RECEPTICAL FOR GONVEGTIOW MICROWAVE OVEN • 24" A.F.F. TRASH DROP OPENING- rT 1'-b' 2 1 -2 " �. 3' -10' nr:1 I' -IO" 4' -II" u u 0 � TI WARMING STATION HAND SINK ELEVATION SCALE: 4 -PLEX POWER RECEPTACLE FOR COFFEE WARMERS ABOVE. MOUNT AT 22" A.F.F. 4 t1 ; 0 6ROMME T HOLES ABOVE BREHINS STATION PLAN BLOW COUNTER SCALE: I 1 -8 " UNDERGOUNTER REFRIGERATOR UNDERCOUNTER REFRIGERATOR Tf I ' -2 11 POWER RECEPTACLE FOR WARMERS, AND SERVERS 22" A.F.F. I/2" HW t 1/2" CW SUPPLY HAND SINK 2" WASTE LINE FROM HAND SINK POWER OUTLET FOR FUTURE USE 0 24" AFF HAND SINK GONTINVOUS STAINLESS BAGKSPLASH t GOIR4TERTOF W/ INTEGRAL SINK 90WLS. HAND SINK POWER OUTLET FOR FUTURE USE • 24" AFF POWER OUTLET FOR REFRIG • 24" AFF • CIT RECEIVED JA N 2 0 2005 PERMIT CENTER SEATTLE `S E3EST COFFEE 2401 UTAH AVENUE SOUTH - :)EA TTLE, WASHI N&TON (18134 (206)318 -1515 ■•t' . r,I q , l c A 4 (4 c , r- G a - Q' i� A .-1 _ L A EATTLE'S BEST COFFEE NAPE A147 LO/A 'RA,EMARKS AND DESIGNS ARE THE EXCLU rm �'RQPERrr OF STARENJC.KS CORPORATION. ANY L EPROOUGTION. MODIr'r ATION, D15GLOe11FFE AND/OR '5E OF THESE MN'TQ :• L 5 (OR ANY PORTION OF TIEM) ell TI JT 'STA'E;K,K 'I OR 11RITTEN C.Q•LSENT `, STRICTLY PfaOHIHITFC. 0, R G P4 1 T G T 10 L ONE . *T. SINT! 100 ChM MV PARK. KANSAS 662 N/ /41.31 tm -e1e1 Fx, nrS1 •«a71 • M.0 1[L0%•11 •wc.ortcT �='EV DATE DES G P 'PTION 12 - 10 - 04 GD SET ' -II-05 CITY COMMENT id) cf szi) z 0 F-- z S 1f1 J F . ..IECT NO. 4UbU.0 1 2 SG STORE NO. TSD iSUE DATE 9/28/04 CE BM •NE CKED: CE �CALE: DO NOT SCALE DRAWINGS) SHEET TITLE: DETAILS A 4 . I WUNTY: < I NO GOUNT-r 6 li • GROMMET HOLES ABOVE ` a POWER 1 RECEPTACLE SCALE I AT 24" A.F.F. 3/4" ELECTRICAL STUB -UPS SCALE: 2" WASTE LINE FROM DUMB' SINK ABOVE 1/2" HW & 1/2" CW SUPPLY FOR DUMP SINK I � I DUMP SINK ABOVE 1 0 " L._ SCALE: POWER RECEPTACLE REF RIOGERATOR AT 24" A.F.F. HAND SINK INSTAHOT FAUCET 2' - 3" 0 0 5 , - r 7 1/2" iw O O 3/4" CWN & 3/4" CW STUB -UPS 0 0 1' -10" BARISTA ELEVATIO\ 0 L FLOOR SINK BELOW L- GROMMET HOLES ABOVE /;-5 3/4" 0 0 1 0 tV N 0 / UNDERCOUNTER REFRIGERATOR 3'-0" POWER RECEPTACLE REFRIDGERATOR AT 24" A.F.F. UNDERCOUNTER REFRIGERATOR L FLOOR SINK BELOW WATER TOWER ABOVE ICE CREAM FREEZER DROP -IN 1 3 / POWER RECEPTAG.ES FOR ESPRESSO MACHINES - 220 V. MOUNT 1 30" AFT ON INSIDE FACE OF CABINET, NE M A L6-50P i 1 1 J 0 0 r 0 \O 0 BARISTA PLAN BELOW COUNTERTOP (2) BLENDERS POWER RECEPTACLE FOR BLENDERS AT 24" A.F.F. POWER RECEPTACLE FOR BLENDERS AT 24" A.F.F. UNDERCOUNTER CARBONATOR 1 2" -- - 1 1 1 1 J - 1 1 -8 " _J 11 0 C:=1 3/4" ELECTRICAL STUB UP in 3/8" CWN STUB -UPS 1" DRAIN LINE FROM WATER TOWER ABOVE 3/4" ELECTRICAL STUB-UP POWER RECEPTACLE FOR ICE CREAM FREEZER AND ICE CREAM SCALE AT 24" A.F.F J STAINL ESS STEEL COUNTERTOP AND BACKSPLASH SCALE: POWER RECEPTACLE FOR CARBONA` OR 3/4" INDIRECT DRAINL ENE TO UNDERCOUNTER ABS 3 "X2" REDUCING COUPLING, W/ 2" ABS P- TRAP & TIE-1N TO WASTE PIPING. SCALE: FUTURE VERISIMO ESPRESSO MACHINE VERISIMC ESPRESSO MACHINE W/ 3/8" WATER SUPPLY. WELL PITCH MFG. F.P.T. INDIRECT DRAINL !NE FROM DRAIN TRAY TO FLOOR SINK BELOW PRINTER GROMME TS SCALE: FUTURE VERISIMO ESPRESSO MACHINE DIPPER WELL HANDOFF PLANE W/ BRACKE T. BARISTA ELEVATIO\ ICE BIN DROP IN BARISTA ELEVATIO\ INSTAHOT HAND SINK CWN STUB -UP, SHUT -OFF VAL VES. AND SUPPLY LINES. BARISTA PLAN C r00 J r L DIPPER WELL FAUCET W/ 3/8" WATER SUPPLY - 0 FISHER WATER STATION W/ WATER TOWER ICE CREAM FREEZER DROPS IN. -, 1 ' 00 00 UNDERCOUN -ER REFRIGERATOR T !1 11 / \ / \ / \ r --J INDIRECT DRAIN LINES TO FLOOR SINK DIGITAL SCALE (ICE CREAM) n 1 POWER RECEPTACLE FOR ICE CREAM FREEZER AND ICE CREAM SCALE AT 24" A.F.F. L il 4D HANDOFF PLANE w/ BRACKET. VERISIMO ESPRESSO MACHINE POWER RECEPTACLES FOR ESPRESSO MACHINES - 220 V. MOUNT 0 30" AFF ON INSIDE FACE OF CABINET, NEMA L6-50P SURFACE MOUNTED FLEX. CONDUIT AND RECEPTACLES FROM STUB -UPS BELOW FOR ESPRESSO MACHINES. POWER RECEPTACLE FOR PRINTER AT 24" A.F.F. CW STUB-UP, SHUT -OFF VA, VES, AND SUPPLY LINES. HANDOFF PLANE W/ BRACKET. CARBONATOR U/C ICE BIN DROP IN FISHER WATER STATION W'TH 1" DRAINLINE, AND 14" WATER TOWER WITH 3/8" CWN SUPPLY. CITY ED OF TUkWIt,1 DEC PERMrr CENT'EA ICE CREAM FREEZER -.4)ROP[ IN. E.1 Cget O Z 0Zi°6 Iwo tA 44 .t A' U • Ad:! * 'i P(,, . T i( • •t AAar '1- ag TI {. r ; E ,1 L-1 L s. N I 1.4 • T ''•�i 1 /I ' 0:4 ' NI - J1' r..,'if• . r :, 61'1 M7 r „ ./V/ M9 ! ?T • r i DETAILS .' ,; 4 : , A *Ft A' , r :..A4i Aft, • t ,•. �•; r,t I • ..1 ' n A Tt , ?� Af':. , • 1 • .104 A N r ' '>t , r y „_ 1.1E *H; r; '; •:1 "9 (NT , r • A4.7 TO BE PROVIDED BY ENGINEER OF RECORD ' V THREADEp VERISMO MISTA -N0 PROVIDED TO BE E NGINEER OF RE CORD RECEIVED CITY oFTUKWILA DEC 1 4 2114 PERMIT cENTER SEPARATE PERMIT AND APPROVAL BALL VALVES ESPRESSO MACHINE COFFEE BREWER MALE COMPRESSION R.O. WATER OUT • COLD CITY WATER IN + 50" SECOND VERISMO WATER TOWER TO WATER R.O. ESPRESSO MACHINE \-_ Ilk R.O. SYSTEM � HEATER & AT MAIN B+ARISTA 8 " M� y" CppPER CLINES 1" SWEAT (FUTURE) BALL 0 ST L LVE UB UP .7( R.O. FEED , : , I R.O. STORAGE SEATTLE'S BEST COFFEE 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206)318 SOFT WATER OUT �/- +36" BALL VALVES o cx ' SALT TANK '� ROUGH IN •---� "FILTERED" = +57 A . F . F . : - SOFTENER 1" MAX. CW INLET -t. I X" TO / HEIGHTS ARE FROI4 8- SYSTEM -• CWN REFER TO SUPPLY PIPING AM ) " FILTERD" TANKS DRAIN 1 „ INDIRECT WASTE FINISHED FLOOR III IN I +50 A.F.F SUPP 1" MAX CWS - � THESE PLANS AND SPECIFICATIONS. AS WELL AS SEATTLE'S BEST COFFEE NAME AND LOGO, TRADEMARKS AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF STARBUCKS CORPORATION. ANY REPRODUCTION. MODIFICATION. DISCLOSURE AND /OR USE OF THESE MATER,ALS (OR ANY PORTION OF THEM) WITHOUT IS ST CKS• PRIOR WRITTEN CONSENT IS STRICTLY PROHIBITED. •, 4X48X LQUIPMENT STAND FILIRATION 0 _ WATER SOFTENER PROVIDED WITH UNIT SHUT OFF /BYPASS CONFIGURATION FRONTLINE D FILTERED S''C '' WATER N SCHEMATIC CONSULTANTS • •�. = ites 11 engineering D�/r tnd/d�nc� 1 1 Debut , . AH MEP Consulting Services uNs 44145 471 -210 47 1 -7p61 (FAX) SCALE: J LE N.T .S. SCALE. N.T.S. 1 NANO SYSTEM 401- - ? Y WATER HEATER FILTERED WATER OUT �,t' 22` z N 'I Iii � =--- ' It MOP SINK • h NANO STORAGE TANK - � MINI WATEP, � � 24” MN MIN REV DAT DESCRIPTION 1 2 .' w� SET ,, y, c•- T -%" „� s• . ' rr � 35583 . ' R frrsTt;R . c t ' s s . � U ' � _ �' � � SOFTENER X1" THREADED �� 0� • NANO SYSTEM FILTRATION FEED NANO RP TANK -F 49" BALL VALVES A.F ` , ! I > --- ., ICE MACHINE 1 ; L W VES WATER OUT " 43 �� CWF OU I O UTLET � i + 3 1 �" +4� A.F.F. VINIMU! EL ECTRICA L o � 1 i"------;'' 4-31" �, t _ - • +31" A F . F. 1 SOFTENER FEED „5„ i MAX. CW INLET •►� ; Y2" CW INLET 1- MINI WATER 4 . • • � NFL _ 1 -t 25" A.F.F 1 SOFTENER L--- + 2 , SOFT WATER OUT --• • •• EQUIPMENT DIMENSIONS 1 MAX CWS �� 1 Yz CWN OUT ( i _ -� +37" A DRAIN - _� STAND ARE FROM � �• ..►.. - ._ T'INISHED FLOOR WATER SOFTENER SHUT OFT /BYPASS CONFIGURATION NANO SHUT OFF /BYPASS CONFIGURATION , . LLJ M(..)P SINK X" DRAIN TO 1 1 i MOP SITO, ' 24" 24" INDIRECT WASTE X �� ff NANO FILTRATION SYSTEM B 1 8 SCALE: N.T.S. SW--) `0 WA1 F R HEATER 0 • U iX Z . 1 1„� W 0 CONTROL PANEL IS .. CITY WATER Li.../ CI Li CO Z - E V) >-- •C[ L�J F-- F--- � � ~ QC 0 CD ( F2I • TOT • • TO BREWER ICE MAC � NE OUT DIPKR WELL • HOSE BIBB IN 3 „ WATER TOWER INSTA HOT OU IN � INDIRECT WASTE TO FLOOR SINK • , .. w" TUBING Ja- CD .4‹ tan (.....) ■--- I-- i� W 1- o M CL 0 CL t.) 1 i _ -a R/0 STORAGE R/0 UNIT WATER BRINE TANK SOFTENER 1f REVERSE OSMOSIS c 1f SCALE: N.T.S. PROJECT NO. 04060.012 SBC STORE NO. ISSUE DATE:DATE PM: P.M. JC: DRAWN BY CHECKED: CHECKED BY SCALE: (DO NOT SCALE DRAWINGS) SHEET TITLE: PLUMBING SPECIFICATIONS & DETAILS P 1 • 0 .t 1 :rn.74010.,/. ,w.K^. • ,. •A •'4. • ••■••• ■•:.Y , ••s+• '•.. w•. . • • �.,- • • i I ' • . EXISTING FLOOR GENERALNOTES 1 ___...--______ /• '..r • wOO t - SEA T E S 3E&T ' „, . 1. THIS DRAWING INDICATES MECHANICAL REQUIREMENTS FOR EACH ITEM OF MOD SERVICE EQUIPMENT ONLY. THE DESIGN OF THE SYSTEMS TO ACCOMODATE THESE REQUIREMENTS IS TO BE IN ACCORDANCE WITH ALL NPPUCABIE CODES. THIS DRAWING MUST BE USED IN CONJUNCTION WITH THE MECHANICAL DRAWINGS FOR OTHER REQUIRED IT TEES. 2. PLUMBING CONTRACTOR SHALL PROVIDE ALL ROUGH -IN WORK AND MAKE ALL FINAL CONNECTIONS TO ALL F00© SERVICE EQUIPMENT. ALL WORK SHALL BE IN ACCORDANCE WITH ALL NATIONAL, STATE AND LOCAL CODES. ALL HORIZONTAL PIPING RUNS TO BE EXTENDED AND CONNECTED TO EQUIPMENT AT HIGHEST PRACTICAL ELEVATION AND NOT ,LESS THAN 10" ABOVE FINISH FLOOR. 3. GENERAL WATER PRESSURE IN THE KITCHEN AREA TO BE BETWEEN 30 AND 50 PSI • (UNLESS OTHERWISE NOTED). PRESSURE TO DISMACHINE NOT TO EXCEED 25 PSI MAX IMUM. PLUM H ING CONTRACTOR SHALL FURNISH AND INSTALL PRESSURE REDUCING VALVES (PRV) AS REQUIRED. ... 4. ANY AND ALL EXPOSED PIPING OR FITTINGS TO BE STAINLESS STEEL, CHROME PLATED OR ENCLOSED IN A STAINLESS STEEL CONCEALED CHASE. COPPER WILL SUFFICE F THE PLUMBING 15 NOT IN PLAIN SIGHT. , ' 5. KITCHEN EQUIPMENT CONTRACTOR SHALL PROVIDE ALL FIXTURES AND EQUIPMENT FAUCETS AS SPECIFIED. PLUMBING CONTRACTOR SHALL INSTALL AND CONNECT ALL • FAUCETS AND RUN ALL INDIRECT WASTE IJNES TO BUILDING DRAINS. I 6. PLUMBING CONTRACTOR TO PROVIDE ALL BACK FLOW PREVENTORS FOR REQUIRED PIECES OF EQUIPMENT. VERIFY WITH LOCAL CODES FOR REQUIRED PIECES. " 7. PROVIDE X TURN STOPS WITH }r� x SIZE PER EQUIPMENT MANUFACTURER'S RECOMMENDED CONNECTION SIZE. VERIFY ALL EQUIPMENT CONNECTION SIZES WITH THE EQ UIPMENT PLANS. , _O ,(� ( ' \ -� - - - -- . I. _ , SEATTLE S BEST C O F F E E 2x01 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206)318 -1575 T►;fsf P111N5 AN SPE�ICATK?NS. A5 wE ll AS su rTLE•s BEST CQTLE NAM AND LOGO, TRApEWRIC A N O O€SIQNS ARE THE EXCL PROPERTY OF STARBUCKS CORPORAT►ON. ANY REPROOI/CJION. MOOIFIC hb01, 01SGLOSURE AN /Ott US€ OF T HESE MATERIALS (OR ANY PORTION OF THEM) MIRHOUT sTAR9tJ kS PRIOR wR T TE N CONSENT 15 STRICTLY PllOINSITED. SINr T O REMAIN 11 CONSULTANTS ' eng/neering .. ,-11 3� FW FROM FILTER \':; `' I E.209) ` (ITEM , 124} _ Y2 Crr �` I # -- "nli \itS - ‘i i ii 11 A EXISTING FLOOR - SINK TO REMAIN i • SHEET NOTES Dlx��nd�b1� 6•rld�nc• MEP COflSLddir�g Servaoas Z�661 Dre►o�R AIR, Sr�Nb 1- c�ir+�e�u�d ON 44145 4410 .b/007t -7A6t (FiUQ O RE WORK EXIST. CW PIPING AND CO NNFCT TO ITEMS E208,E209,E210 AN E2 11 AS REQUIRED PER MANUFACTURERS SUGGESTED PIPING LAYOUT. " � ;'t � � '. .. . � . Ij r f . f •_ . MEWED CITY OF TUKWILA DEC 1 4 2114 CENTER SEPARATE P AND APPROVAL iii 1 _ - ' ® 4124 : ' Y4" FW FLARE - :_ =' " .. _ = . - +� 110' FROM FILTER �` C ' �.- (ITEM E2091 ..� :�l , � �,��. . r wohr- REV DATE DESCRIPTION 120 %' E. M• �, � SET .I � �'`C• , E 113 .. }�" FW FROM =1LTER Et 12 ����.; •., •��� 4" CW /� ������ *iv/ EXIST. C O --- •---__ 1 ' QED ® /' E� 1 M O • . PLUMB!NC SUPPLY PLAN �--- �.- Cn � _ Q Q O '� -- V � W Z 1 9 4 " _ ,'_ » SCALE / - 0 tc)UII�MEN I SUhLUUL . E UIPMLN i SC v�Ji�. • v: +• • .k.�..j.:i :w.. I. & J& . „ P RESSO MACHW1 F �HEAMUF'LxN i.lUi�tl ' b:)1 �KU ;4341(, �I.:t. (Wxuxt4 ' 2O " " r� � ' 3 �w.1 NF 1i� • • W i, t ('N �,O�p 3/8" Fii,i WASc . htSF. RLMARh5 1 t �;UW. • E122 U1'r. I)ESGRIPLIUN DUMP SSW( -FRONT LINE 1AANUF. MODEL • SKU �ZE (W*UxH) ,AT 7 (Ibs) VOLT NP M[ W A PH cuw HGT WASTE RESP. REMARKS • • • 04060.012 S BC STORE NO. ISSUE 1 1 JC: DRAWN 1 / • BY �E100) E101 : WHOLE EiE AN GRINDER OITTING 1203ETL '.45162 12.5 "x116"x34" i 90 1 • / HANU y�NFC - WJRhr1VOM - DUAL SERV. HUNK Ski OBI: ifi596t i8 'x2 ;.25 "x36.8' 90 1 60 0800 29. i i 1 i PRINTER EIME111111 K 30 1004 id103i _�_�' E102 E124 4 iO1 FEE SERVER BUNN +85974 18 'x21.25' x35.8 ' 17 _� 0 E103 E104 1 ,„ 22 120 id0 i.5 i 1 + ;•-54742 + 1 OELF1ELD 11+. -4�46 110101 4 • 115 i, 'S 5 Ell (E127) i 24 UZ. CUP DISPENSER SAN JIMAR C34 00CH 1;4741 DROP-1N :: • 60 1 • • + • 1 1 SCALE: 1 E • 1 • • lEg) i ail - CASE (REF.) • town • i MIN-A 155354 109459 54 "x33 "x57' ' ;15/208 1. 4 60 D ��_� 1 4 (t 202) 1 C R8ONATOR /CHILLER CORNELIUS 18.5 "x28.5 "x27" 241 ;i5 1, 2 60 18.0 1 1/2" 1/4' . . 1. 7 1 • • SODA • • . ( Mil 1 + • : 18158 235 i2J/ 208 3! 4 EO 37. i ODOR • • 1 18505.4 • M_ ( t iI ; DISHWASHER HOBART LX -C 44060 - 3.94 "x26.75 "x33.75" 190 120 3/4 60 15.4 1 3/4" 3/4" /' l * NANO PROCESSING QRQUA SYSTEM B ;40002 24•'x9 "x26" 95 110 60 3.0 1/2' En 1/2" 8 SHEET TITLE: PLUMBING PLAN , • 4 1 HOT WATER DISPENSER ISE SM. 1 10106 115 1300 11.0 .IIIIIII - 1 IIII WS-B TANK Is MNT. BRACKET QRQUA SYSTEM 8 139996 22"x 9"x6.3" 350 11111 ,E206 . I !CL BIN - DROP IN R�, E 14 i8 152123 14.5 "x13.25 "x18.25" 5 6 imi N3-E3 MINI SOFTENER CIRQUA SYSTEM B 139995 11 "x11 "x31" 100 110 60 5.0 ! 1" 1/2" S 8 ' � 2 SLENDER 8LENDTEG IC8-3 1138321 8.75 "x9.25 "x17.25" 11 120 60 i500 13.0 • alill 208 11111 •S-C RO PROCESSING CIROUA SYSTEM C 1 40005 18 "x21 "x45" 150 115/230 3/4 60 1.6 3/4" W2" ' 8 C ®� C�7 1 1 oNVEC1K N/MICRW. OVEN "ALE DIGITAL (BEAN) AMANA "; E Al 1: b2 208 60 3400 16.3 a ���� 1 - • C1RQUA SYSTEM C ,40006 + ' I '.25726 5 �'�;g 115 - 50 /60'- 60 �� 1 ��_� __ MIIII*S-C - 1 WATER SOFTENER C1R0lM GRQUA SYSTEM C $50 U 140003 5"x4 "x22" / 13 130 HO 60 60 0.3 2.0 ' uZ" = 8 I�(4 1 - "ALE - DIGITAL (ICE CREAM Et)LUND DS = . _ �� 3/4" ��� OF • • I • �• I '4 )TE5: ' CONNECT TO FE TER SYSTEM 5. REQUIRES 17 3/4'•x13 1/4" CUTOUT, GC TO HOOK-UP MOUNT ON ULTRALOW CASTERS 6. WITHOUT TOWER ; MUST HAVE 4" CLEARANCE ON ALL SCES 7. REVUITiES IAN. 30 PSI WATER SIPPI. Y 4 (2) SNC PHASE CIRCUITS 220V, >2.all NO 120'V. 2.3A II. ALL WATER SYSTEM WEIGHTS ARE WHEN FULL P 2 • 1 m Ell x • 1 OUP CU) 1 1 mow 5000 ;61034 I 1 ' '' "wohithillikaot****0- Aso** �i • MID V 1YZ" IW ROUTE TO EEJ 1J'2 IW ROUTE TO FS1 E208 [209 1210 AUDI I IUNAL PLUMBINU SCHL UUL L LOOR SSNK 31 GRA f L 1r IW ROUTE TO F.51 12 SAN TRAPPED WASTE SINK TO REMAIN EXISTING FLOOR SINK TO REMAIN EXIST. 109 SCALE: NTS ��_ K� :+rR�lq 'ti'Svr. :Ars r. 3Wfl C L1{f4i' &EA' " �f " JIC a*Al * FLOOR SINK DETAIL FL00a SINK SET FLUSH */ TOP FIN. F1.R. CAULK JOINT THIN SET CERAMIC TILE, TYP. CONC. WILL 0 TRENCH FOR BELOW GRADE UTILITIES GRAVEL BACKFILL NO -HU8 CONNECTION 3 WASTE TO DRAIN • i 3. PLUMBING CONTRACTOR SHALL PROVIDE ALL ROUGH -IN WORK AND MAKE ALL FINAL CONNECTIONS TO ALL F000 SERVICE EQUIPMENT. ALL WORK SHALL BE IN ACCORDANCE WITH ALL NATIONAL, STATE AND LOCAL CODES. ALL HORIZONTAL PIPING RUNS TO BE EXTENDED AND CONNECTED TO EQUIPMENT AT HICIHEST PRACTICAL ELEVATION AND NOT LESS THAN 10' ABOVE FINISH FLOOR. GENERAL WATER PRESSURE W THE KITCHEN AREA TO BE BETWEEN 30 AND 50 PSI (UNLESS OTHERWISE NOTED). PRESSURE TO DISMACHINE NOT TO EXCEED 25 PSI MAXIMUM. PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL PRESSURE REDUCING VALVES (PRV) AS REQUIRED. . SEE SHEET P2.1 FOR SCHEDULED ITEMS . THIS DRAWING INDICATES MECIONICAL REQUIREMENTS FOR EACH ITEM OF F000 SERVICE EQUIPMENT ONLY. THE DESIGN OF THE SYSTEMS TO ACCOMODATE THESE REQUIREMENTS IS TO BE IN ACCORDANCE WITH ALL APPLICABLE CODES. THIS DRAWING MUST BE USED IN CONJUNCTION WITH THE MECHANICAL DRAWINGS FOR OTHER REQUIRED UTILITIES. • ANY AND ALL EXPOSED PIPING OR FITTINGS TO BE STAINLESS STEEL, CHROME PLATED OR ENCLOSED IN A STAINLESS STEEL CONCEALED CHASE. COPPER WILL SUFFICE IF THE PLUMBING IS NOT IN PLAIN SIGHT • KITCHEN EQUIPMENT CONTRACTOR SHALL PROVIDE ALL FIXTURES AND EDUIPMrINT FAUCETS AS SPECIFIED. PLUMBING CONTRACTOR SHALL INSTALL AND CONNECT ALL FAUCETS AND RUN ALL INDIRECT WASTE LINES TO BUILDING DRAINS. GENERAL NOTES PLUMBING CONTRACTOR TO PROVIDE ALL BACK FLOW PREVENTORS FOR REQUIRED PIECES OF EQUIPMENT. VERIFY WITH LOCAL CODES FOR REQUIRED PIECES. , t KEY NOTES PROVIDE 3" TRAPPED DRAIN AND CONNECT TO EXISTING SANITARY PIPING AS REQUIRED TO ADHERE TO ALL PROPER PLUMBING CODES AND PRACTICES. PROVIDE Y4" DRAIN TO NEAREST EXIST. FLOOR DRAIN. VERIFY LOCATION OF EXIST. FLOOR SINK. REUSE EXIST. FLOOR SINK IF LOCATION IS ACCEPTABLE FOR ROUTING OF INDIRECT WASTE PIPING. . • 1 4 1' J • i 4. : • PERMIT CENTER RECEIVED CITY OF TUKINIUI DEC 1 4 2N4 SEPARATE �T AID APPROVAL 1�1�lD SEATTLE'S BEST COFFEE 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206)318 -1575 'HESE PLANS AND SPECIFICATIONS. AS WELL AS SEATTLE'S BEST COFFEE NAME AND LOGO. TRADEMARKS AND DESIGNS ARE THE EXCLUSIVE PROPERVY OF ST ARBUCKS CORPORATION, ANY REPRODUCTION, UODIiICATK»N, DISCUISURE AND /OR USE OF THESE YATERIALS (OP ANY PORTION OF THEM) WITHOUT STARBUCKS PRIOR WRITTEN CONSENT • 15 STRICTLY PROHIBITED. CONSULTANTS L 11Pundebl_ 6u /danc� MEP Consulting Services 24561 DeO Rd, Sulk 1- Chi OH 44145 440471.2410 41871 -7064 (PAX) W O w U LLJ O CC tes SHEET TITLE: engineering DESCRIPTION SET ISSUE DATE:DATE PM: P.M. JC: DRAWN BY CHECKED: CHECKED BY P2.2 C.a Z O U PROJECT NO. 04060.012 SBC STORE NO. SCALE: (DO NOT SCALE DRAWINGS) PLUMBING WASTE VENT & DRAIN PLAN L • ft ELECTRICAL SPECIFICATIONS A: GENERAL CONDITIONS 1. GENERAL CONDITIONS OF THE CONTRACT FOUND IN THE ARCHITECTURAL DRAwiNGS. GENERAL AND SPECIAL CONDITIONS OF THE AMERICAN INSTITUTE OF ARCHITECTS (AIA) AND ANY OF THE OWNER' S GENERAL REQUIREMENTS SHALL APPLY UNLESS NOTED OTHERWISE. 2. REFER TO THE GENERAL CONDITIONS ON THE ARCHITECTURAL DOCUMENTS AND THE GENERAL AND SPECIAL CONDITIONS OF THE AIA FOR ADDITIONAL REQUIREMENTS REGARDING: SAFETY. COORDINATION & COOPERATION. WORKMANSHIP. PROTECTION. CUTTING AND PATCHING. DAMAGE TO OTHER WORK. PRELIMINARY UPERATIONS. STORAGE. ADJUSTMENTS. (,%,EANING. ETC. 8: DESCRIPTION OF WORK 1. THE ELECTRICAL CONTRACTOR SHALL PROVIDE ALL LABOR. MATERIAL. EOUIPMPIT. AND TOOLS NECESSARY FOR DEMOLITION AND REMOVAL OF EXISTING AND THE COMPLETE INSTALLATION OF THE NEW ELECTRICAL WORK. READY TO USE AS SHOWN ON THE DRAWINGS OR SPECIFIED HEREIN. WORK SHALL INCLuIE. RUT NOT BE LIMITED TO THE FOLLOWING: A. REMOVAL OF EXISTING WIRE. AND CONDUIT IN THE CONTRACT AREAS AS NOTED ON THE DRAWINGS. OWNER HAS FIRST RIGHT TO SALVAGE. ALL ITEMS REMOVED INCLUDE REMOVAL FROM OWNER'S PREMISES. 8. FURNISH AND INSTALL NEW CONDUIT AND WIRE. C. FURNISH AND INSTALL CORDS AND /OR PLUGS FOR VARIOUS PIECES OF EOUIPMENT AS NOTED ON THE DRAWINGS• D. FURNISH AND INSTALL NEW RECEPTACLES AS NOTED ON THE DRAWINGS. E. FURNISH AND INSTALL NEW PANELBOARDS. AND ORY TYPE TRANSFORMERS IF REOUIREO. F. FURNISH AND INSTALL ALL FUSES. ';IRCUJT BREAKERS ETC. AS REOUIRED TO MiDE EXISTING PANEL BOARD FUNCTIONAL. G. INSTALL NEW LIGHTING FIXTURES FURNISHED BY BORDERS H. RE MOVE LIGHT FIXTURES AS NOTED AND ACCEPT EXISTING FIXTURES TO BE RE- iNSTA!LED. I. FURNISH AND INSTALL THE RACEWAY GROUNDING SYSTEM. J. RECONNECT EXISTING LIGHTING AND RECEPTACLE CIRCUITS AS REQUIRED TO FEED NEW LOADS OR RE -FEED EXISTING LOADS. 2. THE EXACT LOCATION OF ALL ITEMS SHOWN ON THE ELECTRICAL DRAWINGS iS DEPENDENT UPON FIELD CONDITIONS. REVIEW THE PLANS AND SPECIFICATIONS FOR ALL PARTS AND CONSULT WiTH OTHER TRADES OF THIS PROJECT FOR PERTINENT DATA ON SIZES. i.00ATiONS, WIRING. rTC.. AS REOUIRED FOR A COMPLETE ELECTRICAL INSTALLATION. 3. CAREFULLY READ SPECIFICATION FOR ALL PARTS OF THE WORK SO AS TO BECOME FAMILIAR WITH ALL TRADES' WORK SCOPE. CONSULT WITH OTHER TRADES TO INSURE PROPER LOCATIONS AND AVOID INTERFERENCES. ANY CONFLICT - SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER BEFORE WORK IS COMMENCED. . 4. THIS CONTRACTOR SHALL BE HELD TO HAVE EXAMINED THE PREMISES AND SITE 50 AS TO COMPARE THEM WITH THE DRAWINGS AND SPECIFICATIONS AND NOTE THE EXISTING CONDITIONS AND OTHER WORK THAT WiLL BE REQUIRED. AND THE NATURE Of THE CONDITIONS UNDER WHICH THE WORK IS TO BE PERFORMED. NO ALLOWANCE SHALL BE MADE TO THE CONTRACTOR BY REASON OF THiS FAILURE TO HAVE MADE SUCH EXAMINATION OR OF ANY ERROR ON HIS PART 5. ALL EXISTING UTILITY AND ELECTRICAL SERVICES SHALL BE FIELD VERIFIED. CORRECTIONS TO THE DESIGN AND INSTALLATION SHALL BE MADE WiTHOUT ADDITIONAL COST TO THE OWNER. 6. THE ELECTRICAL CONTRACTOR IS RESPONSIBLE TO COORDINATE THE OPENINGS WITH THE GENERAL TRADES CONTRACTOR. THE FINAL LOCATIONS AND SIZES OF ALL CONDUIT AND OTHER REOUIRED OPENINGS SHALL BE PROVIDED BY THE ELECTRICAL CONTRACTOR. 1. THE ELECTRICAL CONTRACTOR SHALL NOT ATTACH T0. COVER UP. OR FINISH AGAINST ANY DEFECTIVE WORK. OR INSTALL IN A MANNER WHICH WILL PREVENT PROPER INSTALLATION OF THE WORK OF OTHER TRADES. C: D E M D L I T I O N 1. THIS CONTRACT SHALL ALSO INCLUDE ALL LABOR. MATERIALS AND MISCELLANEOUS EXPENSES REQUIRED FOR ALL REOUIRED ELECTRICAL DEMOLITION OF THE EXISTING AREAS BEING RENOVATED ONLY AS NOTED ON THE DRAWINGS. PROJECT AREAS WITH.NO DEMOLITION NOTED AS REQUIRED SHALL ASSUMED TO 8E BY OTHERS. A. THE DEMOLITION SHALL CONSIST OF THE COMPLETE REMOVAL (PROPERLY DISPOSED OFF SITE UNLESS OTHERWISE NOTED) OF ALL ELECTRICAL EOUIPMENT CONDUIT. WIRE. LIGHTING. BALLASTS. MATERIALS. ETC. NOT REQUIRED IN THE riNAL DESIGN AND INSTALLATION OF THE ELECTRICAL SYSTEMS FOIL THE NEW RENOVATED AREAS. 8. ALL UNDERGROUND SERVICES NOT BEING REUSED SHALL BE CAPPED BELOW THE FLOOR. C. ALL ABOVE GROUND SERVICES SHALL BE REMOVED BACK TO THEIR RESPECTIVE MAiN AND CAPPED OR IF THE MAiN IS NOT REQUIRED. THE MAIN SHALL BE REMOVED IN IT'S ENTIRETY. 2. COORDINATE ALL DEMOLITION WITH THE ARCHITECTURAL DOCUMENTS AND THE ARCHITECT AND THE OWNER'S GENERAL REQUIREMENTS. 0: CODES. PERMITS AND FEES 1. ALI. WORK INCLUDED BY THE DRAWINGS ANO SPECIFICATIONS. TOGETHER WITH ALL MATERIAL (OR EQUIPMENT) FURNISHED. SHALL COMPLY WITH THE LATEST PUBLISHED CODES AND STANDARDS LISTED INSOFAR AS SUCH SHALL APPLY. 2. THE CONTRACTOR SHALL SECURE ALL PERMITS AND PAY ALL FEES THAT ARE REOUIRED BY THE APPLICABLE LOCAL AND STATE CODES. 3. PERFORM ALL WORK IN ACCORDANCE WITH THE LATEST EDITION OF APPLICABLE CODES INCLUDING. OUT NOT NECESSARILY LIMITED TO THOSE LISTED BELOW: A. THE NATIONAL ELECTRICAL CODE - SOMETIMES REFERRED TO HEREIN AS THE "NEC" - (NFPA -70 ). B. NATIONAL ELECTRICAL SAFETY CODE (ANSI-C2). C. ALL APPLICABLE STATE AND LOCAL CODES. 0. APPLICABLE PROVISIONS OF THE OCCUPATIONAL SAFETY AND HEALTH ACT. E: SHOP DRAWINGS AND SUBMITTALS 1. EACH CONTRACTOR. UPON RECEiViNG NOTICE THAT HE iS THE APPARENT SUCCESSFUL CONTRACTOR FOR THE CONSTRUCTION OF THE PROJECT. SHALL BE REQUESTED TO PROVIDE A LIST OF MATERIALS, SUBCONTRACTORS. MANUFACTURER'S CATALOG NUMBERS. EXPECTED DELIVERY DATES OF EQUIPMENT AND MATERIALS• AND A JOB PROGRESS/MANPOWER SCHEDULE. 2. THE ELECTRICAL CONTRACTOR SHALL FURNISH SHOP DRAWINGS FOR APPROVAL BY THE ENGINEER BEFORE STARTING THE FORK INVOLVED. •ONN1V'.•- ' . .:xl 1.114...-"34a A?i . w+:..- eai4,.Adou4.A/ was... • _.1r'- Alir..emf+.•4.••.rw..aw.,- ...Ai - . • r • . ...-r • A. SHOP DRAWINGS SHALL BE PROVIDED TO THE ARCHITECT OF ALL EQUIPMENT AND ACCESSORIES PROVIDED FOR THE PROJECT WHETHER SPECIFIED HERE-IN OP ON THE DRAWINGS. B. REVIEW OF THE SHOP DRAWINGS SHALL BE FOR GENERAL DESIGN CONCEPT AND ADHERENCE WiTH THE SPECIFICATIONS. QUANTITY OF SHOP DRAWINGS SUBMITTED SHALL 8E AS SPECIFIED BY THE ARCHITECT. 3. THE FOLLOWING IS A LIST OF ITEMS TO BE SUBMITTED: A. ALL WIRE AND CABLE. 8. ALi_ RACEWAY INCLUDING CONDUIT. WIREWAY. ETC. C. ALL DRY TYPE TRANSFORMERS. D. ALL DISCONNECT SWITCHES. PANELBOARDS• AND RELATED COMPONENTS. E. ALL LIGHTING FIXTURES. NOI FURNISHED BY BORDERS. 4. ONE REPRODUCIBLE COPY OF SHOP DRAWING SHALL BE SUBMITTED TO THE ENGINEER FOR COMMENT. OTHER COPIES OF THE SHOP DRAWINGS SHALL BE DISTRIBUTED AS PER OTHER REOUiREMENiS OF THE JOB OR OWNER'S REQUIREMENTS, AS REQUIRED. F: GENERAL REQUIREMENTS 1. THE DRAWINGS REPRESENT THE DESIGN FOR THE LISTED MANUFACTURERS' REQUIREMENTS. iF ANY SUBSTITUTIONS ARE ACCEPTED BY THE ENGINEER. THIS CONTRACTOR SHALL. BE RESPONSIBLE FOR ALL NECESSARY MODIFICATIONS. INCLUDING COST. TO THE ELECTRICAL SYSTEM REOUIRED BECAUSE OF THE SUBSTITUTED EOUIPMENT OR MATERIAL. . 2. THE DRAWINGS ARE DIAGRAMMATIC AND REPRESENT THE DESIGN FOR THE LISTED MANUFACTURERS' REQUIREMENTS. IF ANY SUBSTiTUTIONS ARE ACCEPTED BY THE ENGINEER, THIS CONTRACTOR SHALL BE RESPONSIBLE_ FOR ALL NECESSARY MODIFICATIONS. INCLUDING COST. TO THE ELECTRICAL SYSTEM REOUIRED BECAUSE OF THE SUBSTITUTED EOUIPMENT OR MATERIAL. 3. ALL WORK SHALL BE PERFORMED AS INDICATED ON THE DRAWINGS UNLESS EXISTING CONDITIONS OR COORDINATION ISSUES REQUIRE CHANGES. THESE ' CHANGES SMALL BE MADE WITH NO ADDITIONAL COST TO THE OWNER. A. ANY INCIDENTAL ITEMS OR LABOR. ETC. NOT INCLUDED IN THE SPECIFICATIONS OR THE DRAWINGS BUT REASONABLY IMPLIED AS c_ NECESSARY FOR THE COMPLETE INSTALLATION OF ALL APPARATUS SHALL BE INCLUDING IN BiD. B. THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO SUPPLEMENT EACH OTHER AND ANY MATERIAL OR LABOR CALLED FOR IN ONE SHALL BE FURNISHED EVEN THOUGH NOT MENTIONED IN BOTH. IF ERRORS ARE FOUND iN THE DRAWINGS OR SPECIFICATIONS OR DISCREPANCIES OCCUR BETWEEN THE SAME. OR BETWEEN THE FIGURES ON THE DRAWINGS. AND THE SCALE OF SAME OR BETWEEN THE LARGER AND SMALLER DRAWINGS. OR IN THE DESCRIPTIVE MATTER ON THE DRAWINGS SHALL BE REFERRED TO THE OWNER FOR REVIEW AND FINAL DECISION PRIOR TO THE BID DUE DATE. THE BIDDING OF THiS WORK WiLL CONTEMPLATE THE USE OF EQUIPMENT AND MATERIALS EXACTLY AS SPECIFIED HEREIN. WHERE MORE THAN ONE MANUFACTURER IS MENTIONED ANY ONE MAY BE UTILIZED. SUBSTITUTE MANUFACTURERS MAY BE OFFERED ONLY AS AN ALTERNATE TO THE SPECIFIED EQUIPMENT AND MATERIAL. E. SUBSTITUTIONS (1) THE CONTRACTOR SHALL SUBMIT FOR APPROVAL. WITH HIS BID QUOTATION. A LIST Of ANY PROPOSED SUBSTITUTIONS OF MATERIALS AND EOUIPMENT FOR THOSE ON WHICH THE ORIGINAL DESIGN WAS BASED. A FULL DESCRIPTION Of ALL PROPOSED SUBSTITUTED ITEMS, THE CHANGE TO THEIR BID PRICE OR OTHER REASONS FOR SUCH SUBSTITUTIONS SHALL ACCOMPANY THE BID. ALL ACCESSORIES. FEATURES, ETC.. SUPPLIED WITH THE SUBSTITUTED MANUFACTURER'S PRODUCT SHALL ALSO BE INCLUOFD IN THE BiD. (2) THE MANUFACTURERS AND MODEL NUMBERS INDICATED IN THE CONTRACT DOCUMENTS ARE FOR THE PURPOSE OF DESCRIPTION AND TO ESTABLISH A BASE LEVEL OF QUALITY. THE CONTRACTOR'S BiD WILL CONTEMPLATE THE USE OF THE EQUIPMENT AND MATERIALS EXACTLY AS INDICATED. (3) IF THE CONTRACTOR DOES NOT SUBMIT PROPOSED SUBSTITUTIONS WiTH THEIR BID THE OWNER SHALL CONSIDER THE BIDDER TO BE PROPOSING THE MANUFACTURERS AND MODEL NUMBERS SPECIFIED HEREIN AND SHOWN ON THE CONTRACT DRAWINGS. (4) SUBSTITUTIONS AFTER CONTRACT AWARD SHALL NOT BE PERMITTED. F. MISCELLANEOUS ITEMS NECESSARY TO COMPLETE THE SYSTEMS CAN BE OF ANY RECOGNIZED MANUFACTURE PROVIDED THESE ITEMS MEET MINIMUM STANDARDS AS SET IN THESE SPECIFICATIONS. REFER TO EACH SECTION FOR ANY SPECIFIC REQUIREMENTS. 4. THE ELECTRICAL. MECHANICAL. ARCHITECTURAL. STRUCTURAL. AND ALL OTHER DRAWINGS AS WELL AS THE SPECIFICATIONS AND ADDENDUMS ARE PART OF THE CONTRACT DOCUMENTS. G: COORDINATION 1. THE CONTRACTOR SHALL VISIT THE JOB SITE AND BECOME FAMILIAR WITH ALL EXISTING CONDITIONS. SUBMISSION OF A BID ASSUMES THE CONTRACTOR HAS REVIEWED OR ACCEPTS ALL FIELD CONDITIONS AND EXISTING CONDITIONS. NO ADDITIONAL COMPENSATIONS SHALL BE ALLOWED FOR LABOR OR MATERIAL BECAUSE OF IGNORANCE OF THESE CONDITIONS BEFORE OR AFTER BiD SUBMISSION. 2. DISCREPANCIES BETWEEN THE DRAWINGS OR BETWEEN THE DRAWINGS AND ACTUAL FIELD CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND THE ENGINEER PRIOR TO SUBMITTING THE BID. 3. EACH CONTRACTOR SHALL VERIFY ALL MEASUREMENTS AT THE BUILDING SITE BEFORE STARTING ANY FABRICATION OR DOING ANY WORK IN THE FiELD AND SHALL BE RESPONSIBLE FOR THE CORRECT AND PROPER MEASUREMENTS OF HIS WORK ALONG WITH RESOLUTIONS FOR ANY CONFLICT OF SPACE WiTH OTHER TRADES. 4.. .. ,,,..M.• •••-• __.►.. A. WHERE THE WORK OF TWO OR MORE TRADES INTERFERE PITH EACH OTHER AND A DEVIATION FROM DESIGN iS NECESSARY. NEITHER WORK SHALL PROCEED UNTIL THE OWNER HAS BEEN NOTIFIED OF THE CONFLICT AND THEY HAVE RENDERED A DECISION AS TO WHAT CHANGES SHOULD BE MADE. 8. EACH CONTRACTOR SHALL LOCATE. IDENTIFY AND PROTECT ANY EXISTING SERVICES WHICH ARE REQUiRED TO BE MAINTAINED OPERATIONAL AND SHALL EXERCISE EXTRA CAUTION IN THE PERFORMANCE OF ALL WORK TO AVOID DISTURBING SUCH FACILITIES. ALL COSTS FOR REPAIR OF DAMAGES TO SUCH SERVICES SMALL 8E PAiD BY THE CONTRACTOR CAUSING THE DAMAGE. C. I T IS ESSENTIAL THAT ALL WORK AT THE PROJECT BE DONE AS SUCH TIME AND IN SUCH MANNER AS NOT TO INTERFERE WiTH THE NORMAL OPERATIONS OF THE FACILITY. A WORK SCHEDULE SHALL BE ARRANGED 'iTN THE OWNER TO FACILITATE WORK WITH A MINIMUM OF INTERFERENCE WiTH THE OWNER'S OPERATIONS. D. AREAS TO BE USED FOR STORAGE SHALL BE ONLY AS DIRECTED BY THE OWNER. All STORED MATERIAL SHALL BE RELOCATED OR REMOVED FROM THE SITE AS DIRECTED BY THE OWNER. .y. •• .... +�A�Y1..�R.+•.r..+.+w r. u... Nr.Yr..1..n�..�...�+ -�. w. +... -M. r +� �+ ..... ••••.► • ... • VP • N: RACEWAYS • E. DAILY. AND AT THE COMPLETION OF THE WORK. EACH CONTRACTOR SHALL REMOVE All EXCESS MATERIALS AND DEBRIS CAUSED BY NIS WORK. UPON COMPLETION OF EACH CONTRACTOR'S WORK. IOJD 1 T IONS OF THE SPACE(S) SHALL BE THE SAME AS FOUND PRIOR 10 COMMENCEMENT OF THE WORK. FAILURE TO D4 SO MAY RESULT IN THE OWNER'S EMPI UYMENT OF A SEPARATE SERVICE TO OBTAIN THIS CONDITION AND REDUCING THE CONTRACTOR'S CONTRACT AMOhNT BY THE COST OF SUCH A SERVICE. F. EACH CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ALL DAMAGE TO OTHER WORK CAUSED BY HIS WORK OR THROUGH THE NEGLECT OF HIS. 1R MIS SUB PERSONNEL. ALL PATCHING. REPAIRING, REPLACEMENT AND PAINTING. ETC. SHALL BE DONE AS DIRECTED BY THE OWNER BY THE CRAFTSMEN OF THE TRADES INVOLVED. THE COSTS QF SUCH WORK SHALL BE PAID BY THE CONTRACTOR CAUSING THE DAMAGE. 1. EMT (ELECTRICAL METALLIC TUBING) CONDUIT SHALL BE USED IN ALL LOCATIONS WHICH CALL FOR CONDUIT UNLESS NOTED OTHERWISE. 2. RIGID PVC SCHEDULE 40 SHALL BE USED FOR ALL UNDERGROUND AND IN SLAB CONDUIT RUNS. SEPARATE GROUND WiRE SHALL BE INSTALLED IN EACH OF THE FLEXIBLE CONDUITS AND SECURELY ATTACHED TO THE BOX AT EACH END OF THE FLEXiBLE' CON[:UIT RUN TO PROVIDE GROUND CONTINUITY. 4. WHEN POWER OR CONTROL CONDUCTORS ARE INSTALLED IN A RACEWAY. A GREEN EQUIPMENT GROUNDING CONDUCTOR SHALL BE INCLUDED IN EACH RACEWAY SYSTEM AND SHALL BE SIZED AS SHOWN ON THE DRAWINGS OR IF NOT NOTED ON THE DRAWINGS. THEN IN ACCORDANCE WITH TABLE 250 -95 OF THE NEC. OP AS FOLLOWS. WHICHEVER I5 THE LARGER. THE GREEN EOUIPMENT GROUNDING CONDUCTOR SHALL BE THE SAME SIZE AS THE POWER CONDUCTOR FOR #14 AND #12 WIRING. AND IT SHALL BE ONE SIZE SMALLER THAN THE POWER CONDUCTOR FOR #10 THROUGH 250 KCMiL. THE GROUNDING CONDUCTOR FOR CONDUCTORS UP THROUGH 500 KCMIL SHALL BE #4/0. PHASE CONDUCTORS LARGER THAN 500 KCMIL SHALL BE SIZED AS NOTED ON THE DRAWING OR AS NOTED IN TABLE 250 -95 OF THE NEC BUT iN NO CASE SHALL THE GROUNDING CONDUCTOR BE , SMALLER THAN #4,'0. If GREEN INSULATION IS NOT AVAILABLE. THE GROUNDING CONDUCTOR SHALL BE BARE AND CLEARLY AND PERMANENTLY MARKED AT ALL TAP AND TERMINATING POINTS BY GREEN "SCOTCH" MARKING TAPE. • CODE MARKERS. OR OTHER APPROVED MEANS. 5. ALL CONDUIT SHALL BE SECURELY FASTENED IN FULL ACCORDANCE AND AS DIRECTED BY THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE. IN ADDITION TO THE NEC REQUIREMENTS. CONDUIT HANGERS. SUPPORTS. OF FASTENINGS SHALL BE PROVIDED AT EACH ELBOW AND AT THE END (WITHIN 6 ") OF EACH STRAIGHT RUN TERMINATING AT A BOX OP CABINET. b. CONDUITS OR BOXES MAY NOT BE SUPPORTED BY CEILING SUPPORT WIRES OR OTHER CEILING SUPPORTING HARDWARE. 1. HORIZONTAL AND VERTICAL CONDUIT RUNS MAY BE SUPPORTED BY ONE -HOLE MALLEABLE STRAPS. CLAMP BACKS. OR OTHER APPROVED DEVICES WITH SUITABLE BOLTS. EXPANSION SHIELDS (WHERE NEEDED) OR BEAM TYPE CLAMPS FOR MOUNTING TO BUILDING STRUCTURE OR SPECIAL BRACKETS. 8. THE USE OF PERFORATED IRON FOR SUPPORTING CONDUITS WILL NOT BE PERMITTED. CONDUIT RUNS BETWEEN OUTLETS SHALL CONTAIN NOT MORE THAN THE EQUIVALENT OF THREE (3) QUARTER BENDS. PROVIDE JUNCTION AND /OR PULL BOXES WHERE SHOWN ON THE DRAWINGS OR AS REQUIRED. WHETHER SHOWN ON THE DRAWINGS OR NOT. PULL BOXES SHALL BE APPROVED FOR USE IN THE AREA WHERE THEY ARE 10 BE INSTALLED. PULL BOXES OR JUNCTION BOXES SHALL BE PROVIDED IN ACCORDANCE WITH THE FOLLOWING SCHEDULE: A. STRAIGHT RUNS - NOT OVER ONE HUNDRED (100) FEET APART. B. ONE (1) 90 DEGREE BEND - NOT OVER SEVENTY FIVE (75) FEET APART. C. TWO (2) OR MORE 90 DEGREE BENDS - NOT OVER FIFTY (50) FEET APART. 10. TELEPHONE AND DATA (INCLUDING OTHER SPECIAL COMMUNICATION SYSTEMS SUCH AS CABLE TV) CONDUITS SHALL BE A MINIMUM OF 1`' IN SIZE UNLESS NOTED OTHERWISE. AND SHALL RUN CONTINUOUS FROM OUTLET TO OUTLET AND BACK TO THE MAIN TERMINAL BOARD. OR SHALL BE STUBBED INTO THE CEILING SPACE (6" ABOVE THE CEILING) AND PROVIDED WiTH A PLASTIC BUSHING. REFER TO PLANS FOR SPECIFIC DETAILS ABOUT THE ROUTING OF THE CONDUITS. 11. CABLES INSTALLED IN PLENUMS WiTHOUT CONDUIT SHALL BE UL CLASSIFIED FOR LOW FLAME RESISTANCE AND LOW SMOKE PROPERTIES WITH "FEP" TEFLON OR HALAR INSULATION SUITABLE FOR PLENUM APPLICATIONS PER ARTICLE 760 OF THE N.E.C. 12. APPROVED MANUFACTURERS: A. LTV STEEL CORPORATION B. TRIANGLE -PWC INC. C. ALLIED TUBE AND CONDUIT I: FITTINGS FOR CONDUIT 1. COUPLINGS AND CONNECTORS FOR FLEXIBLE STEEL CONDUIT: MALLEABLE IRON OP STEEL. ZINC OR CADMIUM PLATED AND SHALL FASTEN TO THE CONDUIT BY A CLAMPING ACTION AROUND THE PERIPHERY. CONNECTORS FOR "L10UID- TIGHT" FLEXIBLE CONDUIT SHALL BE APPROVED FOR THE PURPOSE AND MAINTAIN THE LiQUIO -TIGHT FEATURE OF THE INSTALLATION. APPROVED MANUFACTURERS: THOMAS A BETTS. STEEL CITY. O--Z GEDNEY. 2. FITTINGS FOR RIGID PLASTIC CONDUIT: POLYVINYL CHLORIDE. POINTS SOLVENT WELDED IN FIELD, PROVIDING CONTINUITY OF MECHANICAL STRENGTH AND WATER TIGHTNESS. FITTINGS AND CEMENT SHALL BE PRODUCED BY THE SAME MANUFACTURER AS THE CONDUIT. 3. COUPLINGS AND CONNECTORS FOR EMT: DIE CAST ZINC OR STEEL. COMPRESSION TYPE. SET SCREW TYPE WiLL NOT BE PERMITTED. APPROVED MANUFACTURERS, THOMAS 1 BETTS. STEEL CITY. 0-Z GEDNEY. 4. BUSHINGS: GROUNDING TYPE. WITH INSULATING PLASTIC INSERT: MALLEABLE IRON. ZINC OR CADMIUM PLATED. FOR STEEL CONDUIT AND ALUMINUM ALLOY FOR ALUMINUM CONDUIT. INSTALL GROUNDING TYPE BUSHINGS AS REQUIRED iN THE GROUNDING SECTION OF THIS SPECIFICATION. S. FITTINGS FOR CONDUITS: ALL CONDUIT RUNS AT BUILDING EXPANSION JOINTS SHALL BE PROVIDED WiTH O-Z TYPE EXPANSION FITTINGS. SIZES SHALL BE AS DICTATED BY THE CONDUIT SIZE. A BONDING JUMPER SHALL BE SECURELY CONNECTED TO EACH CONOUI T. 441 ' 6. OUTLET. PULL. TERMINAL AND JUNCTION BOXES IN CLASSIFIED (HAZARDOUS) AREAS: CAST BOXES SHALL BE COPPER -FREE ALUMINUM WiTH INTEGRAL HUBS OR BOX WALL THICKNESS SUFFICIENT FOR A MINIMUM OF FIVE FULL TAPERED THREADS. COVERS SHALL BE SCREW -ON BOL1 - ON THROUGH 12" X 12' BOXES AND HINGED REMOVABLE BOLT-GI COVERS FOB LARGER BOXES. BOXES OTHER THAN OUTLET BOXES SMALL BE EQUIPPED WITH A BREATHER DRAIN AND EOUIPMENT GROUNDING LUG AND ALL BOXES SHALL BE. AS APPLICABLE. FOR INSTALLATION IN THE PARTICULAR CLASSIFIED (HAZARDOUS) AREAS WHICH ARE DESIGNATED ON THE DRAWINGS. APPROVED MANUFACTURES: CAUSE-WINDS. PYLE - NATIONAL . APPLETON. ADALET. !3-Z GEDNEY. OR K iLLARK. 7. CONDUIT FITTINGS IN CLASSIFIED (HAZARDOUS) AREAS: CONDUIT SEALS AND/OR DRAiN SEALS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE NEC IN CLASSIFIED (HAZARDOUS) AREAS DESIGNATED ON THE DRAWINGS, WITH SPECIAL ATTENTION TO THE FOLLOWING: J: FLUSH FLOOR BOXES 1. CAST -IRON BOXES: BOX INTERIOR AND EXTERIOR SHALL BE PAINTED. BOXES SHALL BE AVAILABLE IN ONE -. TWO -. AND THREE -GANG CONFIGURATIONS. BOXES SHALL ALSO BE AVAILABLE IN DEEP AND SHALLOW VERSIONS. ALL CAST -IRON VERSIONS SHALL PROVIDE 1 3/4" OF PRE -POUR ADJUSTMENT AND l 1/2" OF POST -POUR ADJUSTMENT. MINIMUM DEPTH OF DEEP BOXES SHALL BE 3 7/16 ". MINIMUM DEPTH OF SHALLOW BOXES SHALL BE 2 7/16 ". CAST IRON BOXES SHALL BE USED FOR SLAB ON GRADE APPLICATIONS. 2. STAMPED STEEL BOXES: BOXES SHALL BE MANUFACTURED FROM STAMPED STEEL AND FORMED. BOXES SHALL BE AVAILABLE IN ONE -. TWO -. OR THREE -GANG CONFIGURATIONS. BOXES SHALL ALSO BE AVAILABLE IN DEEP AND SHALLOW VERSIONS. ALL STAMPED STEEL VERSIONS SHALL PROVIDE 1 3/4 "OF PRE -POUR ...,ADJUSTMENT AND 1/2" OF POST -POUR ADJUSTMENT. MINIMUM DEPTH OF DEEP BOXES SHALL BE 3 15/32 ". MINIMUM DEPTH OF SHALLOW BOXES SHALL BE 2 15/32 ". STAMPED STEEL FLOOR BOXES SHALL NOT BE USED FOR SLAB ON GRADE APPLICATONS. y :3. COVERS AND FLANGES: ALL FLOOR BOX OPTIONS SHALL ACCEPT BRASS. BRUSHED ALUMINUM. AND NONMETALLIC COVER PLATES AND FLANGES. FLANGES FOR BRASS. BRUSHED ALUMINUM. AND NONMETALLIC SHALL BE AVAILABLE FOR ONE -. TWO-. OR THREE-GANG APPLICATIONS AND INSTALL ON THE FLOOR BOXES AS SPECIFIED ELSEWHERE iN THESE SPECIFICATIONS. EACH FLANGE SHALL PROVIDE 1/2" OF ADJUSTMENT TO ACCOMMODATE VARIOUS FLOOR COVERING AND CONCRETE POUR DEPTHS. • A. ENTERING OR CROSS-CONNECTING ENCLOSURES CONTAINING ARCING OR HIGH TEMPERATURE DEVICES. B. TWO -INCH CONDUIT AND LARGER ENTERING ANY ENcLOSURE. C. PASSING FROM DIVISION 1 TO DIVISION 2. FROM DIVISION Z TO NON- CLASSIFIED AREAS. WITH OR WITHOUT A BARRIER. 0. MULTI - CONDUCTOR AND SHIELDED CABLES. A. ALL BRASS. BRUSHED ALUMINUM. AND NONMETALLIC FLANGES SHALL BE APPROVED FOR USE ON CARPET. TILE. OR W000 COVERED FLOOR •; APPLICATIONS. 0 8. BRASS AND BRUSHED ALUMINUM FLANGES AND COVER PLATES SHALL HAVE A BUFFED APPEARANCE AND BE PROTECTED WITH A LACOUER FINISH. C. NONMETALLIC FLANGES AND COVER PLATES SHALL BE PROVIDED IN A BLACK. BROWN. OR GRAY FINISH. D. BRUSHED ALUMINUM AND NONMETALLIC COVER PLATE OPTIONS SHALL SEAT INSIDE EITHER THE ALUMINUM OR NONMETALLIC FLANGES AND BE FLUSH WITH THE FINISHED FLOOR. E. BRASS COVER PLATES SHALL SEAT INSIDE ONLY BRASS FLANGES AND BE FLUSH WITH THE FINISHED FLOOR. F. ALL COVER PLATE OPTIONS SHALL 'PROVIDE FOR BOTH POWER AND COMMUNICATION SERVICES. 4. COVER OPENING CONFIGURATION FOR DUPLEX RECEPTACLE SHALL BE FLIP TYPE LIDS (SEPARATE FLIP LIDS FOR EACH HALF OF DUPLEX). COVER OPENINGS FOR SINGLE OUTLET DEVICES SHALL BE SCREW OFF TYPE. COVER OPENINGS SHALL ACCOMMODATE CONDUIT FITTINGS FOR APPLICATIONS REQUIRING CONDUIT FEEDS TO ABOVE FLOOR LOADS. ALL CONDUIT CONNECTIONS SHALL BE MADE BY USING METALLIC COVER PLATES. 5. COVER OPENINGS FOR DATA OUTLETS SHALL BE AS REOUIRED TO ACCOMMODATE DATA OUTLETS CONTAINED WITHIN THE BOX. PROVIDE A CONDUIT BUSHING FITTING ON APPROPRIATE COVER FOR APPLICATIONS WHERE COMMUNICATION WIRING EXITS BOXES AND RUNS TO OUTLET LOCATIONS ABOVE FLOOR. 6. THE MINIMi'M CONCRETE POUR DEPTH SHALL BE 21/2" FOR THE SHALLOW VERSIONS AND 3 1/2" FOR THE DEEP VERSIONS. EACH BOX SHALL CONTAIN FOUR LOCATIONS TO ACCOMMODATE LEVELING FOR PRE�ONCRETE POUR ADJUSTMENT. EACH 80X SHALL PROVIDE FOUR LEVELING SCREWS FOR THIS PRE -POUR ADJUSTMENT. THE FLOOR BOX SHALL BE WARRANTED FOR ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE. . K: POKE THROUGH DEVICES. DUAL SERVICE FOR RECEPTACLE AND TELE /DATA 1. THE POKE THROUGH DEVICE SHALL BE TESTED AND LISTED FOR SPECIFIC APPLICATIONS AS FOLLOWS: A. THE POKE-THROUGH DEVICE SHALL HAVE BEEN EXAMINED AND TESTED BY UNDERWRITERS LABORATORIES INC. TO STANDARD UL514A AND /OR UL514C AND CANADIAN STANDARD C22.2. NO. 18 -98 AND BEAR THE U.S. AND CANADIAN UL LISTING MARK. 8. THE HOKE- THROUGH DEVICE SHALL ALSO HAVE BEEN TESTED BY UNDERWRITERS LABORATORIES INC. AND CLASSIFIED FOR FIRE RESISTANCE AND BEAR THE U.S. AND CANADIAN UL CLASSIFICATION MARK. C. THE POi(E- THROUGH SHALL BE CLASSIFIED FOR USE I N 1 -. 1 1/2-. OR 2-HOUR RATED. UNPROTECTED REINFORCED CONCRETE FLOORS AND 1 -. 1 1/2 -• OR 2 -HOUR RATED FLOORS EMPLOYING UNPROTECTED STEEL FLOOR UNITS AND CONCRETE TOPPINGS (0900 SERIES DESIGNS) OR CONCRETE FLOORS WiTH SUSPENDED CEILINGS (FIRE RESISTIVE DESIGNS WITH SUSPENDED CEILINGS SHOULD HAVE PROVISIONS FOR ACCESSIBILITY IN THE CEILING BELOW THE POKE-THRU FITTINGS. D. THE POKE- THROUGH DEVICE SHALL ALSO CONFORM TO THE STANDARDS SET IN THE NATIONAL ELECTRIC CODE. THESE DEVICES MEET ALL UL SCRUB WATER REQUIREMENTS. BUT ARE NOT SUITABLE FOR WET OR DAMP LOCATIONS. OR OTHER AREAS SUBJECT TO SATURATION WITH WATER OR OTHER IIOUIOS SUCH AS COMMERCIAL KITCHENS. gECEI E. THE POKE - THROUGH DEVICE SHALL ALSO HAVE BEEN EVALUATED BY UL arrY OF TUKVVpLA iIIET THE APPLICABLE U.S. AND CANADIAN SAFETY STANDARDS FOR S ' WATER EXCLUSION WHEN USED ON TILE. TERRAllO. WOOD. AND CARPEL 4 2114 COVERED FLOORS. F. THE POKE - THROUGH SHALL BE SUITABLE FOR USE iN AiR HANDLING PERAItITCENTER SPACES IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE. 2. POKE- THROUGH ASSEMBLY: THIS ASSEMBLY CONSISTS OF AN INSERT ANO AN ACTIVATION COVER. OVERALL POKE -THRU ASSEMBLY LENGTH SHALL BE NOMINALLY i6 . A. THE INSERT BODY SHALL HAVE THE NECESSARY CHANNELS TO PROVIDE COMPLETE SEPARATION OF POWER AND COMMUNICATION SERVICES. THERE SHALL BE ONE 3/4" TRADE SIZE CHANNEL FOR POWER AND TWO 1/2" TRADE SIZE CHANNELS FOR COMMUNICATION CABLING. THE CHANNELS ::::= 1) 110 SHALL BE ARRANGED SUCH THAT COMMUNICATION CABLES CAN BE CONDUIT M/ L mm ilum PROTECTED ANO CONNECTED TO THE INSERT BODY USING A DIE -CAST ZINC CONDUIT CONNECTOR *1111 TWO I/2 TRAOC SIZE THREADED OPENINGS TO ACCEPT BOTH RIGID ANO FLEXIBLE CONDUIT CONNECTIONS. SEATTLE'S BEST COFFEE 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206)318 -1575 NESE PANS AND SPECW1CATiONS, AS WELL AS SEATTLE'S BEST COFFEE NAME AND LOGO. TRADEMARKS AND DESIGNS ARE `CIE EXCLUSIVE PROPERTY OF STARBUCKS CORPORATION. ANY REPRODUCTION, .4ODIFICATION. DISCLOSURE AND /OR UIE OF THESE MATERIALS (OR ANY PORTION OF THERM NITHOUT ;TARBUCKS PRIOR wp'TTEN CONSENT IS STRICTLY PROHIBITED. CONSULTANTS I ■englneering 1 O_/r�nd.b/a 6u/dancw MEP Consulting Services 24551 D.bom Rid., Su* 1- Cltweland OH 44145 440.871.2410 REV DATE • DESCRIPTION 12.03.04 D SET 1- w CI_ SHEET TITLE: 440471-7954 (FAUQ PROJECT NO. 04060.012 SBC STORE NO. ISSUE DATE:DATE PM: P.M. JC: DRAWN BY CHECKED: CHECKED BY SCALE: (DO NOT SCALE DRAWINGS) ELECTRICAL SPECIFICATIONS SHEET 1 OF 3 E1.0 • 3 • , at•ai. ra440••• Nit -; •••14/Aswi 41110 44..1. :..4::-:1 i1•:: +,1x41.: MIA ,, � ,. r � .� ., • • • +w i...w�•�:i�..1f• -. .i� - : +s'tii ".. j:; ��. .-i:n;., .. .. v * •+t .iv ' : �'.'R '� �' 4 . . tes engineering cafe remodel electrical specifications SEATTLE'S BEST COFFEE 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206)318 -1575 THESE PLANS AND SPECOICATIONS, AS Et AS SEATTLE'S BEST COEFEF NAM AND LOGO. TRADEMARKS AND DES►GNS ARE THE EXCLUSNE PROPERTY OF STARBUCKS CORPORATION. ANY REPRODUCTION, MODIFICATION, DISCLOSURE AND /OR USE OF THESE MATERIALS (OR ANY PORTION OF THEW WTTHOLJT STARBUCKS PRIOR WRITTEN CONSENT IS STRICTLY PROHIBITED. CONSULTANTS EXPIRES REV DATE DESCRIPTION 12.03.04 • CD SET ISSUE DATE:DATE PM: P.M. JC: DRAWN BY CHECKED: CHECKED BY ELECTRICAL SPECIFICATIONS SHEET3 OF 3 • 0 4. PANELBOARD AND TRANSFORMER INSTALLATION F. MOUNT PANELBOARD. SAFETY SWITCHES. AND SIMILAR EOUIPMENT SECURELY TO WALLS OP STEEL SUP °ORTS. EQUIPMENT MOUNTED ON THE BUILDING PERIMETER FOUNDATION WALLS SHALL BE SHIMMED AT LEAST 1/4 INCH FROM THE WALL TO PERMIT BACK VENTILATION. T: EXECUTION 0 A. MOUNT PANELBOARDS AT UNIFORM HEIGHT THROUGHOUT THE BUILDING. AND SUCH THAT THE TOP SWITCH IS NOT MORE THAN 78 INCHES ABOVE FLOOR WHEN MEASURED TO THE GINTER OF THE SWITCH HANDLE. 8. INSTALL HANDLE GUARDS ON ALL BREAKERS FOR NIGHT LIGHTING, EMERGENCY, AND SIMILAR CIRCUITS WHEN INDICATED. C. EACH PANELBOARD SHALL BE IDENTIFIED WITH A LEGEND PLATE OF LAMICOID PLASTIC INSIDE THE DOOR FOR PANELBOARDS IN FINISHED AREAS AND ON THE OUTSIDE OF PANELBOARDS IN UNFINISHED AREAS WITH THE PANEL DESIGNATION AS SHOWN ON THE DRAWINGS. D. INSTALL NOT LESS THAN TWO SPARE 1 -1/4 INCH CONDUITS FROM EACH FLUSH MOUNTED PANEL TO AN ACCESSIBLE AREA ABOVE THE CEILING WHEN PANELBOARDS ARE FLUSH MOUNTED. E. WHEN BRANCH CIRCUITS ARE NOT SCHEDULED ON THE DRAWING. THEY SHALL BE ARRANGED TO BALANCE THE PHASE LOADS ON EACH PANELBOARD AND THE LOADS SHALL BE EQUALLY DISTRIBUTED ON EACH OF THE PHASES OF THE PANELBOARD. G. PROVIDE SUPPORTS FOR TRUSS MOUNTED AND WAIL MOUNTED TRANSFORMERS. ALL TRANSFORMERS WHICH ARE MOUNTED ABOVE PANELBOARDS SHALL BE MOUNTED AWAY FROM THE WALL BY AN AMOUNT EQUAL TO THE DEPTH OF THE PANELBOARD. THE WIDTH OF THE PANELBOARD SHALL ALSO BE MAINTAINED CLEAR BEHIND THE TRANSFORMER. H. APPROVED MANUFACTURERS FOR POWER DISTRIBUTION EOUIPMENT: CUTLER HAMMER /WESTINGHOUSE S: RACEWAY AND GENERAL GROUNDING 1. THE ENTIRE POWER AND LIGHTING SYSTEM SHALL BE PERMANENTLY AND EFFECTIVELY GROUNDED IN ACCORDANCE WITH THE MINIMUM REOUIREMENTS OF THE NATIONAL ELECTRICAL CODE. OR AS SPECIFIED HEREIN. WHICHEVER IS THE MORE STRINGENT. . GROUND CONDUCTORS SHALL BE STRANDED. ANNEALED COPPER WITH GREEN INSULATION (INSULATION MATERIAL AS SPECIFIED FOR GENERAL BUILDING USE ). 3. THE ENTIRE POWER AND LIGHTING SYSTEM SHALL BE PERMANENTLY AND EFFECTIVELY GROUNDED INCLUDING PANELS. STARTER ENCLOSURES. MOTOR FRAMES. AND OTHER EXPOSED. NON - CURRENT CARRYING PARTS OF THE ELECTRICAL EOUIPMENT. THE EQUIPMENT GROUND CONDUCTOR SHALL BE SEPARATE FROM THE NEUTRAL CONDUCTOR AND SHALL NOT BE USED AS A LOAD CURRENT CARRYING CONDUCTOR. 4. ANY ITEM COVERED BY THE PRECEDING PARAGRAPH WHICH IS WITHIN SIX FEET OF GROUNDED METAL AND NOT DIRECTLY INTERCONNECTED WITH THE GROUNDED METAL SHALL HAVE A FLEXIBLE BARE COPPER CABLE CONNECTION NOT SMALLER THAN #6 AWG TO THE GROUNDING SYSTEM. 5. WHERE BUILDING TYPE CONDUCTORS ARE INSTALLED IN A RACEWAY. A GREEN EQUIPMENT GROUNDING CONDUCTOR SHALL BE INCLUDED IN EACH RACEWAY SYSTEM AND SHALL BE A MINIMUM OF ONE SIZE SMALLER THAN THE PHASE CONDUCTORS. EXCEPT THAT THE MAXIMUM SIZE CONDUCTOR SHALL BE #4/0 AWG UNLESS NOTED OTHERWISE AND SHALL BE #10 AWG FOR 30 AMPERE CIRCUITS AND #12 AWG FOR 15 AND 20 AMPERE CIRCUITS. IF GREEN INSULATION IS NOT AVAILABLE. THE GROUNDING CONDUCTOR SHALL BE CLEARLY AND PERMANENTLY MARKED AT ALL TAP AND TERMINATING POINTS BY GREEN SCOTCH" MARKING TAPE. CODE MARKERS, OR OTHER APPROVED MEANS. .6. LIGHTING FIXTURES PERMANENTLY CONNECTED TO THE CONDUIT SYSTEM SHALL BE GROUNDED BY MEANS OF A GROUNDING CONDUCTOR RUN INSIDE THE CONDUIT. FIXTURES MOUNTED ON TROLLIES OR PORTABLE LIGHTING UNITS SHALL BE GROUNDED BY MEANS Of A GROUNDING CONDUCTOR IN THE PORTABLE CORD. 7. CONVENIENCE OUTLETS SHALL BE SELF-GROUNDING TYPE OR SHALL HAVE A GREEN GROUNDING CONDUCTOR INSTALLED FROM THE GROUND LUG ON THE OUTLET TO THE OUTLET BOX. 8. MOTORS SHALL BE CONNECTED TO THE EOUIPMENT GROUND CONDUCTOR WITH A CONDUIT GROUNDING BUSHING AND WITH A BOLTED SOLDERLESS LUG CONNECTION ON THE METAL FRAME. THE ARMOR OF INTERLOCKED ARMOR CABLE. WIRING CHANNELS. CABLE TRAYS. AND ALL METALLIC CONDUIT INCLUDING RIGID. EMT. AND FLEXIBLE CONDUIT SHALL BE CONNECTED AT EACH END TO THE EQUIPMENT GROUND CONDUCTOR UTILIZING A CONDUIT GROUNDING BUSHING. .iUNCTION BOXES AND OTHER ENCLOSURES (SIZES ABOVE 5" X 5 ") SHALL UTILIZE AN EOUIPMENT GROUND LUG TO SECURELY BOND THE EQUIPMENT GROUNDING CONDUCTOR TO THE ENCLOSURE. 10. WHERE ANY GROUNDING CONDUCTOR REQUIRES PHYSICAL PROTECTION TO MAINTAIN GROUNDING INTEGRITY. IT SHALL BE RUN THROUGH A NON - FERROUS CONDUIT OR BONDED TO A CONTINUOUS STEEL CONDUIT AT BOTH ENDS. 1. THE CONTRACTOR SHALL EXERCISE DUE CAUTION WHEN WORKING SO AS NOT TO DAMAGE THAT PORTION OF THE ELECTRICAL SYSTEM THAT I5 TO REMAIN. 2. POSITIVELY NO CONDUIT OR WIRE REMOVED SHALL BE REUSED IN THE NEW INSTALLATION. 3. ALL CIRCUITS SHALL BE IDENTIFIED ON THE PANEL DIRECTORIES BY THIS CONTRACTOR. AT THE COMPLETION OF THE JOB. THE CONTRACTOR SHALL PROVIDE EACH PANELBOARD WITH A NEW TYPED DIRECTORY KITH THE EXISTING LOADS AS NOTED FROM THE OLD DIRECTORY AND THE NEW LOADS AS INSTALLED - I 4. THE CONTRACTOR SHALL VEEP ON THE J0B• ONE COMPLETE SET OF WORKING DRAWINGS ON WHICH HE SHALL RECORD ANY DEVIATIONS OR CHANGES FROM SUCH CONTRACT DRAWINGS MADE DURING CONS TRUCT I OI . (RECORD DRAWINGS SHALL SHOW CHANGES IN THE F OLLON 1 NG : A. SIZE. TYPE. CAPACITY. ETC. OF ANY MATERIAL. %VICE OR PIECE OF EQUIPMENT. 8. LOCATION OF ANY DEVICE OR PIECE OF EOUIPMENT. C. LOCATION OF ANY OUTLET OR SOURCE IN THE BUILDING SERVICE SYSTEM. 0. ROUTING OF ANY CONDUIT. OR OTHER BUILDING ELECTRICAL SERVICE• THESE DRAWINGS SHALL BE KEPT CLEAN AND UNDAMAGED. AND SHALL NOT BE USED FOR ANY OTHER PURPOSE THAN RECORDING DEVIATIONS FROM WORKING DRAWINGS AND EXACT LOCATIONS OF CONCEALED WORK. AFTER THE JOB IS COMPLETED. THIS SET OF DRAWINGS SHALL BE DLLIVERED TO THE OWNER IN G000 CONDITION. AS A PERMANENT RECORD OF THE INSTALLAf(1N AS ACTUALLY CONSTRUCTED. U: CUTTING AND REPAIRING V: TESTING W: GUARANTEE • 1. ALL NECESSARY CUTTING IN WALLS. FLOORS AND OTHER SUCH WORK SHALL BE NEATLY AND CAREFULLY DONE AND THE WORK SHALL BE REPAIRED IN AN APPROVED AND WORKMANLIKE MANNER. NO CUTTING INTO THE STRUCTURAL PARTS OF THE BUILDING. WHICH MAY IMPAIR ITS STRENGTH. SHALL BE PERMITTED WITHOUT THE PRIOR WRITTEN APPROVAL OF THE OWNER. IF SUCH CUTTING IS PERMITTED. THE AREA SHALL BE SUITABLY REINFORCED TO RESTORE THE STRUCTURAL INTEGRITY OF THE WORK TO ITS DESIGNED VALUE. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGE TO WORK OF HIS. OR OTHER TRADES. CAUSED BY HIS WORK OR THROUGH THE NEGLECT OF HIS WORKMEN. ALL PATCHING AND REPAIRING OF DAMAGED WORK SHALL BE DONE BY THE TRADE WHICH ORIGINALLY INSTALLED IT. AT THE DIRECTION OF THE OWNER'S REPRESENTATIVE. AND THE COST OF SUCH REPAIR SHALL BE PAID BY THE ELECTRICAL CONTRACTOR. ABSOLUTELY NO CUTTING OF WALL. FLOOR OR OTHER FINISHED MATERIAL OR fASTENING OF ELECTRICAL COMPONENTS TO THE EXPOSED SURFACES OF FINISHED AREAS WILL BE PERMITTED. • THE TESTING WORK SHALL INCLUDE ALL LABOR. MATERIALS. TOOLS. AND EOUIPMENT TO PERFORM AND RECORD ALL NECESSARY TESTS AND ADJUSTMENTS OF EOUIPMENT. INCLUDING 600 VOLT WIRE AND CABLE. AND GROUNDING. AS INDICATED ON THE DRAWINGS. SPECIFIED HEREIN. OR WHERE NECESSARY TO VERIFY PERFORMANCE REOUIREMENTS. . 2. INSPECTION TESTS SHALL PROVIDE A VISUAL INSPECTION OF ELECTRICAL EQUIPMENT FOR MANUFACTURING. SHIPPING OR INSTALLATION DEFECTS. 3. ACCEPTANCE TESTS SHALL SHOW THAT THE METHODS AND MATERIALS USED IN THE INSTALLATION OF EQUIPMENT CONFORM TO APPLICABLE CODES AND STANDARDS. AND THE MANUFACTURERS INSTALLATION INSTRUCTIONS. AND TO DETERMINE THAT THE EQUIPMENT INVOLVED MAY BE ENERGIZED FOR OPERATIONAL TESTS. 4. OPERATIONAL TESTS SHALL SHOW THE ELECTRICAL EQUIPMENT WILL PERFORM THE FUNCTIONS FOR WHICH IT WAS DESIGNED. PERFORM ALL ACCEPTANCE AND OPERATIONAL TESTS IN THE PRESENCE OF THE ARCHITECT/ENGINEER. NOTIFY THE ARCHITECT /ENGINEER OF TIME OF TEST AT LEAST TWO (2) DAYS PRIOR TO TESTING. NOTIFY MANUFACTURERS OF ELECTRICAL EQUIPMENT TO PERMIT THEIR REPRESENTATIVES TO WITNESS THE TEST SHOULD THEY SO REOUEST. 6. INSPECT GROUND CONDUCTORS AND CONNECTIONS FOR COMPLIANCE WITH PLANS AND SPECIFICATIONS AND FOR SATISFACTORY WORKMANSHIP. T. OPERATIONAL TESTS SHALL BE PERFORMED ON ALL ELECTRICAL SYSTEMS. AND SHALL INCLUDE. BUT NOT BE LIMITED TO. BUILDING LIGHTING SYSTEM. PANELBOARDS. MOTOR STARTERS AND CONTROL DEVICES. ALARM CIRCUITS AND SITE LIGHTING EQUIPMENT. 1. MATERIAL. EOUIPMENT AND INSTALLATION SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR FROM THE DATE OF ACCEPTANCE. DEFECTS WHICH APPEAR DURING THAT TIME PERIOD SHALL BE CORRECTED BY THIS CONTRACTOR AT HIS EXPENSE. A 6 RECEIVED ciTY OF TUKVVILA DEC I421S4 PERMIT CENTER L. J Lt�J 0 U 1--- W CO W O w CL U 1- C.) O CC a_ r W z a , t .. .....s. ».r .+ � Vrrr ...r...r.jiruw.iM'..ri....sw .w�ir. il`i�" L..�:' ^t J.+I . ��'�,.:.�W ��tn t '�+.: '' -x iR�•+�i�.fL'tii+r. . 0 z CD d H • • v 1 ..L1Uifr. • ' 51 T. KITCHEN EQUIPMENT SCHEDULE IT N DESCRIPTION VOLTS PHASE AMP KVA CONNECTION , x WIRE AND CONDUIT SIZE CIRCUIT No FEED REMARKS 1100A gSPRE880 MACHINE L GOLG 208 1 28 4 1 6 9 600 1 ESPRESSO MACHINE • - . • 0 •T•,- . • 1 - REQUIRED TO MATCH INDICATED RECEPTACLE CONNECT CORD TO MACHINE PROVIDE WALL MOUNTED RECEPTACLE FOR CONNECTION OF CORO AMO PLUG. CONFIRM OUTCRY LOCATION E100B r ESPRESSO MACHINE (FUTURE WITH FULL PROVISIONS FOR IMMEDIA - E INSTALLATION) 20.5 "x32 "x24" , 208 1 28 4 _ 5.9 14-50R 40/2 EB -21,23 3#8 +110 GND 3/4 "C - -.,. .-. •'. - I REQUIRED TO MATCH INDICATED RECEPTACLE. CONNECT CORD TO MACHINE. PROVIDE WALL MOUNTED RECEPTACLE FOR CONNECTION OF CORD AND PLUG. CONFIRM OUTLET LOCATION. E101 WHOLE BEAN GRINDER 120 1 13 3 1.6 b-20R 20/1 EB-9 2112 + #12 GND. 3/4"C PROVIDE WALL MOUNTED RECEPTACLE FOR CONNECTION OF CORD AND PLUG PROVIDED WITH MACHINE. CONFIRM OUTLET LOCATION. E102 BREWER WITH DUAL SERVER ItUO 208 1 39.4 8.2 14-50R 50/2 EB -11,13 3#8 + 110 GND 3/4 "C - -.y •-. •. - 1 .T. REQUIRED TO MATCH INDICATED RECEPTACLE CONNECT CORD TO MACHINE. PROVIDE WALL MOUNTED RECEPTACLE FOR CONNECTION OF CORD AND PLUG. CONFIRM OUTLET LOCATION. E104 COFFEE WARMER - DUAL (E102 120 1 1 5 0.18 5-20R 20/1 EB-7 2#12 + *12 GND. 3/4 "C PROVIDE WALL MOUNTED RECEPTACLE FOR CONNECTION OF CORD AND PLUG PROVIDED WITH MACHINE. CONFIRM OUTLET LOCATION. E' 05 REFRIGERATOR - UNDERCOUN TER TWO DOOR 6800 120 1 5.0 0.60 5-20R 20/1 EB-25 2#12 + #12 GND. 3/4 "C PROVIDE WALL MOUNTED RECEPTACLE FOR CONNECTION OF CORD AND PLUG PROVIDED WITH MACHINE. CONFIRM OUTLET LOCATION. E106 REFRIGERATOR - UNDERCOUNTER TWO DRAWER t3+ituN 120 1 8.5 0.78 5-20R 20/1 EB-27 2112 + 112 GND. 3/4 "C PROVIDE WALL MOUNTED RECEPTACLE FOR CONNECTION OF CORD AND PLUG PROVIDED WITH MACHINE. CONFIRM OUTLET LOCATION. E107 ICE CREAM FREEZER - DROP IN 120 1 5.0 0 60 5-20R 20/1 EB-31 2#12 + 112 GND. 3/4 "C PROVIDE WALL MOUNTED RECEPTACLE FOR CONNECTION OF CORD AND PLUG PROVIDED WITH MACHINE. CONFIRM OUTLET LOCATION. E106 • DELI CASE - REFRIGERATED 18 75 "x21.15 "x1L5" 208 1 15.1 3.14 14-20R 20/2 EB -14.16 3012 + #12 GND. 3/4 "C PROVIDE WALL MOUNTED RECEPTACLE. THIS UNIT HAS A 120V LOAD AT 2.3A AND A 208V LOAD AT 12.8A. PULL NEUTRAL. WITH POWER CONDUCTORS FOR 120V LOAD. PROVIDE CORD AND PLUG AS REQUIRED TO MATCH INDICATED RECEPTACLE. CONNECT CORD TO MACHINE. E109 ICE MACHINE r 120 _ 1 20.0 2.40 30A 30/1 EB-29 2•1n + *10 GND 3/4 "C PROVIDE CORD AND PLUG AS REQUIRED TO MATCH INDICATED RECEPTACLE. CONNECT CORD TO MACHINE. PROVIDE WALL MOUNTED RECEPTACLE FOR CONNECTION OF CORD AND PLUG. CONFIRM OUTLET LOCATION. E110 DISHWASHER 1/5 208 1 37 7 7 84 14-50R 60/2 EB-1,3 3#8 + *10 GND 3/4 "C PROVIDE CORD AND PLUG AS REQUIRED TO MATCH INDICATED RECEPTACLE. CONNECT CORD TO MACHINE. PROVIDE WALL MOUNTED RECEPTACLE FOR CONNECTION OF CORD AND PLUG. CONFIRM OUTLET LOCATION. E112A HOT WATER DISPENSER 1 120 1 11.0 1.32 5-20R 20/1 EB-24 2112 +112 GND. 314 "C PROVIDE WALL MOUNTED RECEPTACLE FOR CONNECTION OF CORD AND PLUG PROVIDED WITH MACHINE. CONFIRM OUTLET LOCATION. E112B HOT WATER DISPENSER 6.5 120 1 11.0 1.32 b-20R 20/1 EB-26 2112 + 112 GND. 3/4 "C _ PROVIDE WALL MOUNTED RECEPTACLE FOR CONNECTION OF CORD AND PLUG PROVIDED WITH MACHINE. CONFIRM OUTLET LOCATION. E 114A BLENDER N225 120 1 13.0 1.56 5 -20R 20/1 EB-4 2#12 + *12 GND. 3/4 "C PROVIDE WALL MOUNTED RECEPTACLE FOR CONNECTION OF CORD AND PLUG PROVIDED WITH EACH MACHINE. SPLIT WIRE RECEPTACLE TO EACH OF TWO INDICATED CIRCUITS. E114B BLENDER 120 1 13.0 1.56 - 5-20R 20/1 EB-18 2#12 + *12 GND. 3/4 "C E115 CONVECTION/MICROWAVE OVEN T 54 'x? x 57" 208 1 16.3 3.39 5-20R 20/1 EB -20,22 5110 + *10 GND 3/4 "C - PROVIDE WALL MOUNTED RECEPTACLE FOR CONNECTION OF CORD AND PLUG PROVIDED WITH MACHINE. CONFIRM OUTLET LOCATION. E116 ` SCALE - DIGITAL (BEAN) - 126 1 - 2.0 0.24 5-208 20/1 EB-9 2#12 + 112 GND 3/4 "C - PROVIDE WALL MOUNTED RECEPTACLE FOR CONNECTION OF LOW VOLTAGE POWER SUPPLY CUBE PROVIDED WITH MACHINE. CONFIRM OUTLET LOCATION. PROVIDE WALL MOUNTED RECEPTACLE FOR CONNECTION OF LOW VOLTAGE POWER SUPPLY CUBE PROVIDED WITH MACHINE. CONFIRM OUTLET LOCATION. PROVIDE WALL MOUNTED RECEPTACLE FOR CONNECTION OF CORD AND PLUG PROVIDED WITH MACHINE. CONFIRM OUTLET LOCATION. E117 SCALE - DIGITAL (ICE CREAM) 120 1 2.0 0.24 5-20R 20/1 EB•36 2#12 + *12 GND. 3/4 "C - 2112 +112 GND 3/4 "C E118A POINT OF SALE REGISTER ' 120 1 2.0 0.24 5-20R 20/1 EB-32 E1188 POINT OF SALE REGISTER 3/4 120 1 2 0 0.24 5-20R 20/1 EB-34 2112 + #12 GND. 3/4 "C PROVIDE WALL MOUNTED RECEPTACLE FOR CONNECTION OF CORD AND PLUG PROVIDED WITH MACHINE. CONFIRM OUTLET LOCATION E125 PRINTER 1 UISr1W ASHER 120 . 1 2.0 0.24 5-20R .. 20/1 EB-6 2112 + #12 GND 3/4 "C - - • • •♦. • .1` . RECEPTACLE FOR CONNECTION OF CORD AND PLUG PROVIDED WITH MACHINE CONFIRM OUTLET LOCATION. E202 CARBONATOR/CHILLER 1 120 1 18.0 2.18 5-208 30/1 EB-15 2112 + #12 GND. 3/4 "C . PROVIDE CORD AND PLUG AS REQUIRED TO MATCH INDICATED RECEPTACLE. CONNECT CORD TO MACHINE. PROVIDE WALL MOUNTED RECEPTACLE FOR CONNECTION OF CORD AND PLUG. CONFIRM OUTLET LOCATION. E204 WS - TASTE & 000R 120 1 1.0 0.12 S-20R 20/1 EB-28 2#12 + 112 GND. 3 PROVIDE WALL MOUNTED DOUBLE DUPLEX (QUAD) RECEPTACLE FOR CONNECTION OF CORD AND PLUG PROVIDED WITH MACHINES CONFIRM OUTLET LOCATION C;<P1 GENERAL PURPOSE PT RECEPTACLE 120 1 2.0 0.24 . '.!~20R ._ 2011 EB-33 2012 + #i 2 ONO. PROVIDE WALL MOUNTED CONVENIENCE RECEPTACLE, 2r AFF. CONFIRM OUTLET LOCATION GP2 GENERAL PURPOSE RECEPTACLE 120 1 2 0 0.24 ► 5-20R ' 20/1 E8-6 2012 + 012 GNO 3M"C CONVENIENCE RECEPTACLE, 46" AFF CONFIRM OUTLET LOCATION. CSU CONDOR STUB UP LOCATION . 120 188371 6.15 "x9.25 "x11.25" 11 120 60 6- 3M" CONDUIT STUB UPs AS REQUIRED TO SERVE LOADS IN THIS AREA CONFIRM STUB UP QUANTITY AND LOCATION 1 ..L1Uifr. • ' 51 T. K ik)N u€St,IP MANUF. MOL't.L • SIU SIZE (WxDxH) w `�b s H 1 VUL1 Hi= HZ * A PH GOLG HOT WAIL RLSP. REMARKS 600 1 ESPRESSO MACHINE :HERMOPLAN 8u1 163410 20.5 "x32 "x24" , 1U8 2.C8 50/60 40 0 1 3/8" 3/4" 1 i 12G3E.TI_ 145162 12.5 x16 'x34 90 110 1 4/5 6C ItUO 13.0 1 WHuu: BEAN GRINDER DOIINC E101 (E102 i 43■LWLR W'i DUAL SLFtV " ". r3iilvty ;,I~1 08C 185966 18 "x21.25 "x35.8" 90 1 60 6800 29.1 1 F LAF j 1 (E103) 4 COI i LL SERV t3+ituN 1.5 GAL. SH-S 185974 18 "x21.25 "x35.8" I • (1104) i COFFEE WARMER DUAL BONN 7STAND 1?� 18 75 "x21.15 "x1L5" 22 120 160 1.5 1 E105 l REF. U1 L 2 JR ` ULLFIELU U% 4L)48 110101 48 "x28.5 "x35.5" 115 1/5 60 5 1 (E106) 1 RLF . U:'C 2 DRAWER CLLI,ELD ULD-4427N 188319 2,'.75 "x31.5 "x34.25" -65 115 1/5 60 6.5 1 2 (E107) 1 I CREAM FRZR. DROP -iN DFLFIELD N225 18832;: 16.5"A28 115 115 1/ 4 60 5.0 1 3 4108) 1 DELI - CASE (RIF.) ,'Ct)NR'J7TfT S MIN; A. r 18` T 54 'x? x 57" 115/208 1/ 4 60 > 2. > 8 2 4 (E109) 1 ICE MACHINE W. Si RA :;;L U - MA ILL B55 PS 169459. i + ([110) U1JHWASHE R RT HOBART - LXIr 16196i . 23.94 "x2675 x33.75'' 235 120/208 3/4 60 37.7 f 1 3:4" 3,4'' I I QE 111) 1 UISr1W ASHER HOBAR T Lki - t., 18406u 23.94"x26. 75 'x33. /5" N 190 l2O 3/ 4 60 i 15.4 1 3/ 4" 1 3/ 4" 1 iiuT WATER DISPENSER LSE IN' TAriL-7- N77P 14)106 t 115 1.500 11.0 I 1 G I ,CL 131N - DROP IN ' �, 801E3 1418 ;82123 14.5 'x13.25 1 1/ 2' _ 5. 6 a114) t &ENDER bLENDTEC 3-3 188371 6.15 "x9.25 "x11.25" 11 120 60 1504 13.0 1 E I CONVECTION /MICE *. OvEN AMANA ACE208 19.25 "x26.25 "x18.25" 10c 2.48 60 3400 , 16.3 1 (E116) 1 SCALE - DIG, 1AL %t3L T F b217 3011 I 125726' 15 "x11 "x3" + in ?4t? " E ' 1 i E117 j 1 SCALE - DiiAT AL cif. tALAM) LULUND DS -4 6.75 "x10 "x2.1" j 115 r 60 1 + , 1 , (E 118) 2 POINT OF SALE (P05) FF EE 611 t1IL�N1P 8217 -,1011 1,'..:;"..6 1;.0 1 i E119 1 i 6OWSOUP WARMER 181) I E120 1 WAiLR ;1 A11UN r1- HARnW � hN26 5000 I (1121) + 1 1'AND SINK - FRONT LINE 1 1 , I i LQUINMLN I SCHEDULE Mt . • ,► : r . ut3t,isrt' i . u L crh *Dxti) AL ��' (ibs) v UL i t » tia W ' A Irti LULU U H7 WAS it. RE SP. REMARKS (E 122 ) 1 ,RUMP :,IN1., - F RJN 1 LINI. (.E123 1 BAND SINK - WJRKROOM , , (124) ; IF'PLR WELL t 181031 I 1 � PRINTLF I 4 - QED 1126 ; 1:. OZ. CUP DISPENSER SAN JiIr1AR C32000ri i34742 (12 7 1 24 OZ. CUP DISPENSER SAN 444AR C3400CH 134 741 I _ 4200 1 CO2 TANK - SODA SIATION CORNLLIIiS 8" DiA.x26 "H i SODA ORAf T ARM C4IUDNOW MANE. 1435 r 15 "H ED 1 CARBONATOR/CHILLER CORNELIUS • 18.5 "x28.5 "x2 7 241 115 1/ 1 60 18.0 1 1/2' 1/4" I 1. 7 €. t) 1 RCGULA T OR - aODA ;.> R A T ION CORNELIUS 1 1 ' 204 T 1 WS TASTE & DOOR CIROUA TO-320 185054 21"x6 "x25" 40 120 60 1 5 3/4" ` 8 E205 r ; WS NANO PROCESSING CIRCUA SYSTEM 8 j 140002 I 24 "x9"x26" 95 RD 60 1 3.0 r 1/2" 1/2" i 8 E206 1 wS-B TAN( i MNT. BRRAC1(ET CIRQUA SYSTEM 8 22 "x9 "x63" .350 I f 8 1E20 1 T WS-8 MN SOFTENER , I;,IQUA SYSTEM 8 1 139996 139995 11"x1r'x31" ;0O 110 60 i 5.0 1" 1/2" 8 I • 1 RO PROCESSING CIRQUA SYSTEM C 140005 « 18 "x21 "x45" 1 150 115 /230 3/4 60 7.6 3/4" 1/2" 8 E209 1 *S-C RO STORAGE TANK CAM SYSTEM C 140006 22"OIAx36 "H 1 425 210 � 1 RO HATER SOFTENER GRQUA 4 SYSTEM C 1140003 24 "x24 "x46" 1 550 110 60 0.3 1" I 1/2" r 8 - E211 1 WS - C 1 I UV LIGHT CEIOUA S5Q UV 5 "x4 "x22' 1 13 110 60 2.0 3/4" '. )TES: CONNECT TO FILTER SYSTEM S. REQUIRES 17 3 /4"x13 1/4" CUTOUT, GC TO HOOK -UP MOUNT ON ULTRALOW CASTERS 6. WITHOUT TOWER ' MUST HAVE 4" CLEARANCE ON 41 SIDES 7. REQUIRES MIN. 30 P9 WATER SUPPLY .1 (2) SINGLE PHASE CIRCUITS 220V, 12.8A AND 120V, 2.3A 8. ALL WATER SYSTEM WEIGHTS ARE WHEN FULL LQUIFMLN i 3U1LUULL (tax) 1 EXISTING PANEL "LC" ESPRESSO BAR ELECTRICAL POWER PLAN SCALE: 1/4" = I' -0" VL.NLNAL NU I L3 I. SEE SHEET E3.1 FOR SIGNAGE SCHEDULE 2. 4 pD114-4-11-1 Q� JUNCTION BOX SWITCH THREE WAY SWITCH MOTION (OCCUPANCY) SENSOR SWITCH SWITCHBANK SEE DETAIL ON E1., TELEPHONE THERMOSTAT THERMOSTAT SENSOR $3 �M fl L . 0 SHEET NOTES tLtl. I KII,AL LLGEND RACEWAY CONCEALED IN CEILING OR WALL. HASH MARKS W4DICATE NUMBER OF WIRES. 112 AWG WIRE UNLESS OTHERWISE NOTED. TWO WIPES PLUS GROUND IF NO HASH MARKS SHOWN. LONG HASH MARK DEN09 1 . MILTN INDICATES GROUND WIRE. L.A.N. RECEPTACLE Cl1'Y� OF fejnll DEC 1 4 2004 PEAMNr CENTER RECEPTACLE; 110 DUPLEX RECEPTACLE: 110 DEDICATED RECEPTACLE: 110 QUAD E RECEPTACLE: 2083V OR 220N GROUNDING ELECTRODE CONNECTION NL PNGHTUGHTING 24 HR /DAY SEATTLE'S BEST COFFEE 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206)318 -1575 THESE PLANS AND SPECIFICATIONS, AS WELL AS SEATTLE'S BEST COME NAME AND 1-000. TRADEMARKS AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF STARBUCKS CORPORATION. ANY REPRODUCTION, MODIFICATION. DISCLOSURE AND /OR USE OF THESE MATERIALS (OR ANY PORTION Or THEM 1 WITHOUT STARRUCKS' PRIOR WRITTEN CONSENT IC STRICTLY PROHIBITED. CONSULTANTS it 1 engineering D p ndnb/n iSuidence masseir... ono. MEP Consulting ng SeIviCes 24551 Debut Aid, sults 1- Cleveland OH 44145 440-871-2410 . 440.871- (FAX) REV DATE DESCRIPTION 12.03. D SET J W 0 w w U 1- W 0 ISSUE DATE:DATE PM: P.M. JC: DRAWN BY CHECKED: CHECKED BY E2.1 H O PROJECT NO. 04060.012 SBC STORE NO. SCALE: (DO NOT SCALE DRAWINGS) SHEET TITLE: POWER PLAN AND SCHEDULES - z sIty.''''' ' i...i.'.. SEATTL StE*T --0 IP ifrit. - SEATTLE'S BEST COFFEE 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206)318 -1575 THESE PLANS AND SPECIFICATIONS. AS WELL AS RATTLE'S BEST COFFEE NAME AND L000. TRADEMARKS AND DESIGNS ARE THE ExCLUSNE PROPERTY QF STARBuCKS CORPORATION. ANY REPRODUCTION. MODIFICATION. DISCLOSURE AND /OR USE or THESE MATERIALS (OR ANY PORTION OF THEM) WITHOUT STARBUCKS PRIOR WPITTEN GOMSENT IS STRICTLY PROHIBITED. ' ' r CONSULTANTS k tes. engineering . Dnpnndnb/n 6uldnn . MEP Consulting Services 24551 Debwr Rd, Sufis 1- Clav nd, OH 44145 440471.2410 440471-7954 (FAX) REV DA - GE M. ., CRIPTION 12.► e„, w. ACp t` ', T • 4. 1 0 3551111 • y ? ' I� r 7 11 ON At, EX w • y w Li s 0 U CK Z W 0 I-- W Z (� co w Z 0 c z y) = v) y --a Li-1 z 1--- (2L o < 0 w . o w W _.J U Li— O C p Q Z (....) ,--- 1 .-- •L >z V , O I1 V PROJECT NO. 04060.012 SBC STORE NO. ISSUE DATE:DATE PM: P.M. JC: DRAWN BY CHECKED: CHECKED BY SCALE: (DO NOT SCALE DRAWINGS) SHEET TITLE: ELECTRICAL LIGHTING PLAN E 2 • 2 LIGHTING SCHEDULE JTMC UL L -200 ( 1 A ELECTRICAL LIGHTNG PLAN SCALE: 1 /4" = 1 '-O" L -201 J 1, ! UCJI.ITN' I llliV/ LtAM I IVII L -202 - L -203 - L -204 - 1 -205 - L -206 - 1 -207 - rtivunn i uun I - *limns* 4..i+ I Iivl, 13 WATT, 4 PIN W/ G24 -10 BASE -O" LIGHT TRACK 8' -0" LIGHT TRACK LIGHT TRACK - LIVE END FEED CONNECTOR PAR 30 GIMBLE RING TRACK HEAD 60PAR30 /CAP /NFL LAMP PAR 30 GIMBLE RING TRACK HEAD 60PAR30 /CAP /NFL. LAMP 3 LAMP 2 X 4 RECESSED TEE BAR LAY W/ PRISMATIC LENSES 4' -0" LAMP EXIT LIGHT I MI- l,/ S i Y1f; f WISH - .ate, i\L.v 1 UJ JAl4 i CF13- DDE827 JUNO - (R481) COLOR: BLACK JUNO - (R881) COLOR: BLACK JUNO - (R38&) COLOR: BLACK JUNO (T22061) SHROUDED TRACK HEAD - SM SYLVANIA 60PAR30 /CAP /SPL /NFL25 JUNO (T2200H) SHROUDED TRACK HEAD - SM SYLVANIA 60PAR30 /CAP /SPL /NFt25 CONNECT TO EXISTING 120V CIRCUIT MADE AVAILABLE DURING DEMOLITION ROUTE THROUGH SWITCH ON SWITCHBANK CONNECT TO EXISTING 120V CIRCUIT MADE AVAILABLE DURING DEMOLITION. ROUTE THROUGH SWITCH ON SWITCHBANK. SUUKt;t: h LJ 'AA./ i L. UUvv vAl\l. 206.343.9323 CED: PAM OSSTYN CED: PAM OSSTYN 206.694.6539 CED: PAM OSSTYN 206.694.6539 CED: PAM OSSTYN 206.694.6539 CED: PAM OSSTYN 206.694.6539 CED: PAM OSSTYN 206.694.6539 EXISTING TO REMAIN EXISTING 10 REMAIN CUMMENIS: 1, 2 4 Feed Top Ckt No 1 5 7 9 11 13 15 17 21 23 25 27 29 31 33 35 37 39 41 PANEL NAME PANEL LOCATION EB JANITORS CLOSET Mounting Main C/B or Main Lug Rating & Type Surface 225A MAIN LUGS Breaker - We — marks) ak 60/2 EX LOAD DESCRIPTION DISHWASHER 25/1 EX WATER SOFTENER 20/1 ! COFFEE WARMER 20/1 WHOLE BEAN GRINDER/ BEAN SCALE 50/2 ---- BREWER WITH DUAL SERVER 30/1 CARBONATOR/ CHILLER 40/2 ESPRESSO MACHINE 40/2 ESPRESSO MACHINE 20/1 REFRIGERATOR - UNDERCOUNTER 20/1 REFRIGERATOR - UNDERCOUNTER 30/1 ICE MACHINE 30/1 ICE CREAM FREEZER 20/1 GENERAL PURPOSE RECEPTACLES 20/1 20/1 20/1 NOTES: EXISTING PANEL LOCATED IN JANITORS CLOSET OFF PANTFY. REU EXISTING BREAKERS, OR PROVIDE NEW BREAKERS AS REQUIRED. SOME LOADS TO REMAIN. LIGHTING SCHEDULL STMbUL OEM L -210 Total Lighting Load "L" (KVA) Total Display Lighting Load "D" (KVA) Total Receptacle Load "R" (KVA) Total Miscellaneous Receptacle Load "C" (KVA) Total Miscellaneous Load "X" (KVA) Total Motor Load "M" (KVA) Total Electric Heat Load "H" (KVA) Kitchen Appliance Demand Load "K" (KVA) t,ItsU • IP 1 ION/ LU*A i IIJN 1 -208 1 - INCANDESCENT DOWN UGt-R SCHEDULE NOTES: WITH 13w FLUORESCENT VAMPS • CENTER OVER TABLE O(1 W REFER TO FT & E RAN, A2.2 I. WITH PRISMATIC LENS AND 120 VOLT ELECTRIC BALLAST .1. END FEED CONNECTOR FOR EVERY TRACK EMERGENCY UGHTS 1,600 1,400 1, 1,570 1,570 1,560 1,700 Bus Amp Rating 225A CB S.C. Rating 22,000A Bus Material Load Load Phasing Type VA ISM K 4,500 E. 280 4,500 K K K K K K K K K K K K K K K 1 E 2,400 1 4,1 4,1 2,1 80 ,840 00 00 60 3,000 3,000 3,000 ,000 600 780 2,400 600 180 0.00 0.00 0.00 0.00 ► 0.00 0.00 0.00 37.83 PANEL SCHEDULE Copper MrG /JITLt /I•tN L -N 120 Load Load VA Type 1. V 105.0 • 131.3 L -L 208 K K K K K K K K K K 1,320 K 120 K K 240 K 240 K 240 K 0 0 161.6 37.83 K L L 0 EXIS DE AVA NNECT CULT M INI; 121 LABLE SWITCH ON ALL x ISTING PAN •', • ' . CLOSET CIRCUIT BREAKER REMARKS S =Shuns Trip H =HACK G=GFCI L= C/B Lock TC =Time CIk NS =New C/B Sx =Switch Control Cx =Contactor Control EX =Exist Load to Remain NL =New Load on Existing C/B Breaker LOAD DESCRIPTION VVS -WATER SOFTENER/UV 30/1 BLENDER PRINTER GENERAL PURPOSE OUTLETS REFRIGERATOR FREEZER DELI CASE - REFRIGERATED BLENDER CONVECTION/ MICROWAVE OVEN 30/2 HOTWATER DISPENER WS - TASTE AND ODOR POINT OF SALE REGISTER POINT OF SALE REGISTER SCALE DIGITAL (ICE CREAM) NO SUBFEED LOAD/LUGS 19.89 Total Connected Load in KVA - Phase A 19.05 Total Connected Load in KVA - Phase B 19.26 Total Connected Load in KVA - Phase C 58.20 Total Connected Load in KVA - All Phases Total Connected Load in Amps Total Demand Load in KVA - All Phases Total Demand Load in Amps NEC Demand Load (Demand x 1.25) in Amps SOURCE: COMMENTS: EXISTING 10 BE RELOCATED EXISTING TO REMAIN EX EX Ckt No 2 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 42 SUBFEED LUGS I Ct NERAL NOTES 1. CONTRACTOR TO REFER 10 SHEET A2.3 FOR DIMENSIONED LOCATIONS 01 ALL FIXTURE$. �. . �j SWITCHBANK LOCATION TO CONTROL CAFE LIGHTING. KEY NO1ES CITY f1 7UKVI/ UI DEC 1 4 2004 PERMIT CENTER QT No APPIIINAL liEQUIRED