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Permit D07-292 - CHIPOTLE MEXICAN GRILL - DEMISING WALL
CHIPOTLE MEXICAN GRILL 17250 SOUTHCENTER PY SUITE 108 D07 -292 Parcel No.: 2623049117 Address: 17250 SOUTHCENTER PY TUICW Suite No: Tenant: Name: CHIPOTLE MEXICAN GRILL Address: 17250 SOUTHCENTER PY, SUITE 108 , TUKWILA WA Owner: Name: WIG PROPERTIES LLC -SS Address: 4811 134TH PL SE , BELLEVUE WA 98006 Phone: Contact Person: Name: LEYSHA WIG Address: 4811 134 PL SE , BELLEVUE WA 98006 Phone: 425 - 957 -4774 Contractor: Name: WIG PROPERTIES LLC -SS Address: 4811 134TH PL SE , BELLEVUE WA 98006 Phone: (425)641 -2044 Contractor License No: WIGPRPL945N3 DESCRIPTION OF WORK: INSTALL SIDE DEMISING WALL - WEST SIDE ONLY Value of Construction: Type of Fire Protection: Type of Construction: doc: IBC -10/06 V -B Cityf Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us $2,500.00 DEVELOPMENT PERMIT Fees Collected: $232.55 International Building Code Edition: 2006 Occupancy per IBC: 0019 * *continued on next page ** Permit Number: D07 -292 Issue Date: 10/18/2007 Permit Expires On: 04/15/2008 Expiration Date: 08/23/2008 D07 -292 Printed: 10 -18 -2007 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: City c Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us N N Start Time: End Time: Volumes: Cut 0 c.y. Fill 0 c.y. Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non- Profit: N Water Main Extension: Private: Public: Water Meter: Permit Center Authorized Signature( I hereby certify that I have read and ex� governing this work will be complie d w doc: IBC -10/06 N Permit Number: D07 -292 Issue Date: 10/18/2007 Permit Expires On: 04/15/2008 Number: 0 Size (Inches): 0 Start Time: End Time: biA)A Date: IDt[t ed this permit and know the same to be true and correct. All provisions of law and ordinances th, whether specified herein or not. The granting of this p t does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating cons ti • • • - • .. • rmance of • • . I ant authorized to sign and obtain this development ermit. Date: 1 n �M10Th Signature: �► • Print Name: v I ' ` G ' Y 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. D07 - 292 Printed: 10 -18 -2007 Parcel No.: 2623049117 Address: Suite No: Tenant: doc: Cond -10/06 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 17250 SOUTHCENTER PY TUKW CHIPOTLE MEXICAN GRILL 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 11: ** *FIRE DEPARTMENT CONDITIONS * ** PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: D07 -292 ISSUED 08/06/2007 10/18/2007 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431 - 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the building structure. 6: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 7: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 8: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 9: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206 - 431 - 3670). 10: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 12: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 13: When walls and ceilings are required to be of fire resistive or noncombustible construction, interior finish materials shall meet the requirements of International Building Code 803. 14: Required fire resistive construction, including occupancy separations, area separation walls, exterior walls due to location on property, fire resistive requirements based on type of construction, draft stop partitions and roof coverings shall be maintained as specified in the Building Code and Fire Code and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (IFC 703.1) D07 -292 Printed: 10 -18 -2007 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 15: No point in a building may exceed the maximum exit access travel distance listed in Chapter 10, section 1015, Table 1015.1 of the International Fire Code and International Building Code. 16: Every room or space that is an assembly occupancy shall have the occupancy load of the room or space posted in a conspicuous place, near the main exit or exit access doorway from the room or space. Posted signs shall be of an approved legible permanent design and shall be maintained by the owner or authorized agent. (IFC 1004.3) 17: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and/or 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) 18: Fire detection, alarm and extinguishing systems shall be maintained in an operative condition at all times, and shall be replaced or repaired where defective. Non - required fire protection systems and equipment shall be inspected, tested and maintained or removed. (IFC 901.6) 19: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinkler heads. (1PC 901.4) 20: 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) 21: 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) 22: In combustible construction, fire blocking and draftstopping shall be installed to cut off all concealed draft openings (both vertical and horizontal). (IBC 717.1) (IBC 717.2.2(a,b) 23: Walls of corridors serving an occupant load of 30 or more shall be of not less than one -hour fire resistive construction and the ceilings shall not be less than that required for a one -hour fire resistive floor or roof system. (IBC 708.1(4)) (IBC 1016.1 Table 1016.1)) 24: When fire resistive floor or floor ceiling assemblies are required to prevent the vertical and horizontal spread of fire and smoke, the assembly shall be maintained. (IBC 712.4.2) 25: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. doc: Cond -10/06 * *continued on next page ** D07 -292 Printed: 10 -18 -2007 Signature: Print Name: doc: Cond -10/06 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. 11 . 1,12 (1 Datel O g v' D07 -292 Printed: 10 -18 -2007 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http.-/Avww.citukwila.wa.us Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** King Co Assessor's Tax No.: 2(1;213 04 ) I1 - 7 Site Address: 'LS o SOUT He N1 E- . �A KL-1 AY Suite Number: k 0 b Floor: 1- CLL G/6% t 10 $ Tenant Name: CH FO 11--F 1 �cC . C . t-� 1. �- ew Tenant: El. Yes ❑ ..No Property Owners Name: .1 e , 2 f L -I2T1 >=-S . L L C Gje-j Mailing Address: 4 11 1 ' ?L SE , 13ELL'V V'E , V4A °52,00(-9 City State Zip -9s '7- MI w do we contact when yoar permrtas ready to be issu Name: KO C- 2TN - S I.'R.GNr M 2 -ALDay Telephone: 2dte 3(o I IBS U Mailing Address: O & . 101 'r.' S- 'S *0I SV -kErT l.- , 1,4p, ) b I `3 City State Zip E -Mail Address: GErrEItAL CONTRACTOR, INFORMATION 3 (Con`trac or Information #or Mechanical Mpg 4) for,Plumbing and Gas Ovine 0e. Company Name: �tZt G e' 3 I . co m Fax Number: ZOCe ' 3CQ ! 14CQ -ro Mailing Address: State Zip City Contact Person: Day Telephone: E -Mail Address: Fax Number: Expiration Date: Contractor Registration Number: YK 4 1 10411.li ,: •RECI fans must be:wet stamped by Are feet otRecor Company Name: 'P,Acoi -c l S tail C.44 r r...GT u'g-I & '25-S 16.1•1 r --0(j 1 kJ . Mailing Address: 21 e'O ice( 10 1 k.ti ST SI - .f31 Contact Person: - KUC-R- E -Mail Address: �� C Q - 'Pa € 8 . Darn W in $13 fry City State Zip Day Telephone: 2DCe ' 3La( ke3 A Fax Number: 2 1 ('i'Co7 ENGINEER OF RE plans must be wet stamped b Eugmeer. of Recon Company Name: Mailing Address: Zip City Contact Person: Day Telephone: E -Mail Address: Fax Number: Q:UppliationsWoma- Appbalons On Line 3 -2006 - Permit Applicnli a .doc Revised: 9.2006 bit State Page 1 of 6 BUILDING PERMIT INFORMATION 206 -431 - Valuation of Project (contractor's bid price): $ 2, r 7 OQ . 6 0 Scope of Work (please provide detailed information): I 11 STDcI -t_ S I'D 12-M t S I 14 C.( IA Pc L l.. GN l�`( Will there be new rack storage? El Yes QM pplications\Fams Applications On line'3 -2006 - Permit Applicationdoc Revised: 9 -2006 bh Existing Building Valuation: $ '$ 2 S 'Mt LL — k.t v s I PE- R.. No If yes, a separate permit and plan submittal will be required. ' rovide All Building A'eas in Square Footage Below; PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: 'Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If `yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of 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 including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ..... On-site Septic System —For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Page 2 of 6 JaacuGng IateriorRemmodel A to Existicttonper. ng Structure ... New T ype of C onstru :. IBC Type of - Occupancy per - , -.IBO l °F ' 2. S 51 0 \/ 5 IVA, (M) 2nd Fl°Qr '162,741 3r l lour f gc 4 F]aors: thru . 1)asement M Yk3 Acce ttv AttachedGarage F 1z ;33 -- t Ga r age Attach Carport , Detached � § 0 ed U neovet*dDec k BUILDING PERMIT INFORMATION 206 -431 - Valuation of Project (contractor's bid price): $ 2, r 7 OQ . 6 0 Scope of Work (please provide detailed information): I 11 STDcI -t_ S I'D 12-M t S I 14 C.( IA Pc L l.. GN l�`( Will there be new rack storage? El Yes QM pplications\Fams Applications On line'3 -2006 - Permit Applicationdoc Revised: 9 -2006 bh Existing Building Valuation: $ '$ 2 S 'Mt LL — k.t v s I PE- R.. No If yes, a separate permit and plan submittal will be required. ' rovide All Building A'eas in Square Footage Below; PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: 'Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If `yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of 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 including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ..... On-site Septic System —For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Page 2 of 6 PERMIT APPLICATION NOl I plicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 1053.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: - Print Name: i?-1 G K- OC.4 4 21 1 ■ 1 , 1a1 S`1. l4 133 City State Zip Mailing Address: Date Application Expires: I Date Application Accepted: 9 - 6 - 07 Q:Upplialions\Fonm- Applications On line13 -2006 - Permit Appliation.doc Revised: 9 -2006 bh Date: 8/ / - 7 Day Telephone: SO& 31n. 1 135 2 Staff Initials: (Ai Page 6 of 6 Parcel No.: 2623049117 Permit Number: D07 -292 Address: 17250 SOUTHCENTER PY TUKW Status: APPROVED Suite No: Applied Date: 08/06/2007 Applicant: CHIPOTLE MEXICAN GRILL Issue Date: Receipt No.: R07 -02277 Initials: JEM User ID: 1165 Payee: WIG PROPERTIES, LLC -SS City of Tukwila Department of Community Dev 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us TRANSACTION LIST: Type Method Description Amount Payment Check 2503 165.56 ACCOUNT ITEM LIST: Description BUILDING - NONRES PLAN CHECK - NONRES STATE BUILDING SURCHARGE Account Code Current Pmts 000/322.100 000/345.830 000/386.904 RECEIPT Payment Amount: $165.56 Payment Date: 10/18/2007 09:02 AM Balance: $0.00 103.06 58.00 4.50 Total: $165.56 10/17 , I710 TOT Ai don: Rp. int -flA Printed. 1f1 -1R -2007 Receipt No.: R07 -01611 Payee: PARTNERS ARCHITECTURAL TRANSACTION LIST: Type Method Description ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: //www.ci.tukwila.wa.us RECEIPT Parcel No.: 2623049117 Permit Number: D07 -292 Address: 17250 SOUTHCENTER PY TUKW Status: PENDING Suite No: Applied Date: 08/06/2007 Applicant: CHIPOTLE MEXICAN GRILL Issue Date: Initials: WER Payment Date: 08/06/2007 03:24 PM User ID: 1655 Balance: $107.56 Amount Payment Check 4412 66.99 Account Code Current Pmts 000/345.830 66.99 Total: $66.99 Payment Amount: $66.99 1147 08/07 9710 TOTAL 66.99 doc: Receiot -06 Printed: 08 -06 -2007 Projects , J . Type of Ip, Al A..e Address: 1-125-0 5 j c - � l�.LJA date Called: Special Instructions: Date W nted: ! a m 4 Z4 C11—'— p.m. Requester: Phone No: INSPECTION RECORD Retain a copy with permit Do`1 PERMIT NO. 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: Inspect e Date4 Z A ` jr 0 $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. (Receipt No.: 'Date: COMMENTS: t Address: 1'1 ZSO .Sb; ( etlra 13iLvil Date Called: t NZ y — �t_ l L4) A--1 ppf e u_ i -..1 / . ? // ' 14��de w.r ,„s I°� e_ 4 3 1 oGc--- ) L(Jer Er a 1-`: /t.5 04> .',..is e dic 0 T 1 kt ..Stte..4 lv j 1/4- cam"' Project: /tt 1 Type of Inspection; N. Address: 1'1 ZSO .Sb; ( etlra 13iLvil Date Called: Special Instructions: Date Wanted: /a.m. `p.m. / . ? // ' Requester: Phone No: _c 95.3 -243( INSPECTION NO. INSPECTION RECORD Retain a copy with permit D'1- 711._ PERMIT NO. CITY OF TUKWILA BUILDING DIVISION x. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 A pp r oved per applicable codes. E1Corrections required prior to approval. Date: 0 $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: Project: C �, , � n,� II I Type of Inspection: Address: PR c;/.) S. 0. Suite #: 103 ev Contact Person: score Special Instructions: Occupancy Type: Phone No.: 253- 2/ - 7 0 Q `' Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER 8 206 - 575 -4407 COMMENTS: Approved per applicable codes. CITY OF TUKWILA FIRE DEPARTMENT INSPECTION RECORD Retain a copy with permit Word /Inspection Record Form.Doc 1/13/06 bo -Z92- PERMIT NUMBERS I I Corrections required prior to approval. Date: 1112,4 log ' rs.. 1 Inspector: 15 2 n $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 Opaque Concrete/Masonry Wall Requirements Wall Maximum U- factor is 0.15 (R5.7 continuous ins) CMU block walls with insulated cores comply If project qualifies for Concrete /Masonry Option, list walls with HC 2 9.0 Btufft F below (other walls must meet Opaque Wall requirements). Use descriptions and values from Table 10-9 in the Code. Wall Description (including insulation R -value & position) 8645.0 — 33886.0 X 100 = 25.5% U- factor 0 Check here if using this option and if project meets all requirements for the Concrete/Masonry y es Option. See Decision Flowchart (over) for qualifications. Enter requirements for each qualifying Q no assembly below. 3 0.0 Opaque Walls' For Building Department Use �i �+ ��is� I 11.0 \ N/A I e � e y N/A Slabs -on -Grade Applicant Address: 10230 NB Points Drive, Suite 300, 10.0 Radiant Floors � .. N/A vA!� Maximum U- factors Opaque Doors 0.600 Vertical Glazing i rviri.!-- - . Overhead Glazing N/A Maximum SHGC (or SC) Vertical /Overhead Glazing I 0.450 Space Heat Type 0 Electric resistance 0 All other (see over for definitions) Glazing Area Calculation Note: Below grade walls may be included in the Gross Exterior Wall Area if they are insulated to the level required for opaque walls. Total Glazing Area Electronic version: these values are automatically taken from ENV -UA -1. (rough opening) Gross Exterior (vertical & overhd) divided by Wall Area times 100 equals % Glazing 8645.0 — 33886.0 X 100 = 25.5% Concrete/Masonry Option 0 Check here if using this option and if project meets all requirements for the Concrete/Masonry y es Option. See Decision Flowchart (over) for qualifications. Enter requirements for each qualifying Q no assembly below. Envelope Requirements (enter values as applicable) Fully heated/cooled space Minimum Insulation R- values Roofs Over Attic N/A All Other Roofs 3 0.0 Opaque Walls' For Building Department Use �i �+ ��is� I 11.0 Below Grade Walls N/A Floors Over Unconditioned Space F.S. N/A Slabs -on -Grade Applicant Address: 10230 NB Points Drive, Suite 300, 10.0 Radiant Floors 98033 N/A Maximum U- factors Opaque Doors 0.600 Vertical Glazing 0.600 Overhead Glazing N/A Maximum SHGC (or SC) Vertical /Overhead Glazing I 0.450 Project Info Project Address Building S, South Center Square Date 10/12/2007 Tukwila, wA For Building Department Use �i �+ ��is� I Applicant Name: Freiheit and Ho Architects, Inc., F.S. Applicant Address: 10230 NB Points Drive, Suite 300, Kirkland, WA 98033 Applicant Phone: 425.827.2100 Envelope Summary Climate Zone 1 ENV -SUM 2004 Washington State Nonresidential Energy Code Compliance Forms [Project Description New Building ❑ Addition ❑ Alteration ❑ Change of Use Compliance Option Prescriptive ❑ Component Performance (See Decision Flowchart (over) for qualifications) ❑ Systems Analysis Semi- heated space Minimum Insulation R- values Roofs Over Semi - Heated Spaces2 IN /A 2004 Washington State Nonresidential Energy Code Compliance Form 1. Assemblies with metal framing must comply with overall U- factors 2. Refer to Section 1310 for qualifications and requirements Notes: CITY OF TU WIl A OCT '1 5 2007 PERMIT CENTER Revised May 2005 EVIS ION NOI ■ L P*2-1 Project Address Building S, South Center Square Date 10/12/2007 Space Heat Type 0 Electric resistance 0 All other For Building Department Use Glazing Area as % gross exterior wall area 25.5% Prop. 1 45.0% Max.Target Concrete/Masonry Option 0 Yes O No Notes: If glazing area exceeds maximum allowed in Table, then calculate adjusted areas on back (over). Building Component List components by assembly ID & page # Proposed UA U- factor x Area (A) = UA (U x A) Target UA U- factor x Area (A) = UA (U x A) Vertical Glazing U =0.440 U= U= U= U= U= U= Plan ID Storefront Bin. & Doors S_A4.0 /8_A4.1 Plan ID: Plan ID: Plan ID: Plan ID: Plan ID: Plan ID: 3803.8 0.440 8645.0 0.550 8645.0 4754.8 Glazing % Electric Resist. Other Heating 0-30% 0.40 0.55 >30-45% see note above 0.45 Overhead Glazing I Over Attics I U= N/A U= U= U= Plan ID Plan ID Plan ID Plan IDNA 0.700 Glazing % Electric Resist. Other Heating 0-30% 0.6 0.7 >30 -45% see note above 0.6 Oth.Roofs U= N/A U= U= U= Plan ID Plan ID Plan IDNA Plan IOWA 0.700 Opaque I Doors U=0.600 U= U= Plan ID Service Door s_A4.0/s_A4.1 Plan ID: Plan ID: 0.600 253.0 151.8 0.600 253.0 151.8 Electric Resist. Other Heating 0.60 0.60 r A-(;) 0 R= N/A R= R= Plan ID: Plan ID: Plan ID: 0.036 Electric Resist. Other Heating 0.031 0.036 spa JaWO R =30.0 R= R= Plan ID Built up Roof Plan ID: Plan ID: 0.036 45876.7 1651.6 0.046 45876.7 2110.3 Electric Resist. Other Heating 0.034 0.046 Opaque Walls* R =11.0 Plan ID Conc. Tilt Up R= Plan ID: R= Plan ID: R= Plan ID: R= Plan ID: R= Plan ID: R= Plan ID: * *Note: sum of Target Areas here should equal 0.190 24988.0 4747.7 Target Opaque Wall Area (see back) 0.190 24988.0 4747.7 ** ** Electric Resist. Other Heating Frame -Wd 0.062 0.062 Frame -Mtl 0.062 0.109 Mass Wal 0.15 - 0.15 ++ see mass wall Criteria I epee0 mops R= Plan ID: R= Plan ID: R= Plan ID: Note: if insulated to levels required for opaque walls, list above with opaque walls Electric Resist. Other Heating Int Ins 0.062 0.062 Ext Ins 0.07 0.07 Floors Overt Uncond. I R= N/A R= R= R= Plan ID: Plan ID: Plan ID: Plan ID: 0.056 Electric Resist. Other Heating 0.029 0.056 I apeAB - uo-gelS R =10.0 R= R= R= Plan ID Uninsulated Slab S_A5.0 Plan ID: Plan ID: Plan ID: 0.730 2359.0 1722.1 0.540 2359.0 1273.9 Electric Resist. Other Heating F =0.54 F =0.54 (see Table 13-1 for radiant floor values) I *For CMU walls, indicate core insulation material. Totals 82121.7 12077.0 Totals 82121.7 13038.5 2004 Washington State Nonresidential Energy Code Compliance Form Envelope UA Calculations Climate Zonel ENV -UA 2004 Washington State Nonresidential Energy Code Compliance Forms Revised May 2005 To comply: 1) Proposed Total UA shall not exceed Target Total UA. OG= OG= Target SHGC SHGC x Area (A) = SHGC x A VG= 8645.0 0. 370 8645.0 3198.7 0.450 8645.0 3890.3 45876 24988.0 Glazing List components by assembly ID & page # Proposed SHGC SHGC' x Area (A) = SHGC x A Target SHGC SHGC x Area (A) = SHGC x A I 6urzen ID: Storefront Windows & Doors E_A4.0/ 0. 370 8645.0 3198.7 0.450 8645.0 3890.3 ID: Glazing % Electric Resist. Other Heating ID: 0-30% 0.4 0.45 ID: >30 -45% not allowed 0.4 ID: ID: ' `ore: Manufacturer's SC may be used in lieu of Totals 8645.0 3198.7 Totals 8645.0 3890.3 Climate Zone 1 ENV -SHGC 2004 Washington State Nonresidential Energy Code Compliance Forms For compliance: Proposed total SHGC x A shall not exceed Target total SHGC x A NOTE: Since 1997 SHGC compliance for vertical and overhead glazing is allowed to be calculated together. Target Area Adjustment Calculations than this calculation must be submitted Use the resulting areas In the Target UA and SHGC calculations above. Glazing Area Opaque Area G s Exterior all Area I 33886.0 �jI 15248.7 I Roofs over Attics Walls' Proposed Areas: Numbered values are used In calculations below. Roofs over Attics Other Roofs Walls X 2004 Washington State Nonresidential Energy Code Compliance Form Max Glazing Area (Table 13-1) I 45.0% I S lesser 15248.7 Proposed Opaque Area Target OG Area in Roofs over Attics Max OG Remaining I 15248.7 I Proposed Opaque Area Proposed OG Area Proposed VG Area 8645.0 I Maximum Targo Glazing Area 15248.7 Target OG Area in Other Roofs 4 lesser 15248.7 Target values in shaded boxes are used In the applicable Target UA calculations on the front Target VG Area and Total Target OG Area are also used In the applicable Target SHGC calculations above. Target OG Area Target Opaque Area Target VG Area I 8645.0 I Note: OG ■ overhead glazing VG v vertical glazing For Target OGs, the lesser values are used both here and below. Target VG Area I 8645.0 876.7 Target Opaque Area I 24988.0 I I 24988.0 I Note: If there is more than one type of wall, the Target VG Area may be distributed among them, and separate Target Opaque Areas found. If the Target Areas for Opaque Walls listed on the front must equal the total calculated here. Revised May 2005 I Target Areas OK I ACTIVITY NUMBER: D07 -292 DATE: 10 -15 -07 PROJECT NAME: CHIPOTLE MEXICAN GRILL SITE ADDRESS: 17250 SOUTHCENTER PY, STE 108 Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # X Revision # 1 BEFORE Permit Issuec DEPARTME Bu di V g Di'Gfsion Public Works Complete Comments: Approved Notation: Documents/routing slip.doc 2 -28 -02 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP n Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) TUES/THURS ROU ING: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: REVIEWER'S INITIALS: Incomplete n ❑ Planning Division n Permit Coordinator C DUE DATE: 10-16-07 Not Applicable n Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ❑ No further Review Required DATE: DUE DATE: 11 -13-07 Approved with Conditions ❑ Not Approved (attach comments) n DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D07 -292 DATE: 08 -6 -07 PROJECT NAME: CHIPOTLE MEXICAN GRILL SITE ADDRESS: 17250 SOUTHCENTER PY X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: ildin + vision uli Works Complete TUES/THURS ROUTING: Please Route APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28-02 614 Ala 9- -�► Fire Prevention Structural Incomplete Structural Review Required DETERMINATION OF COMPLETENESS: (Tues., Thurs.) O- Planning Division Permit Coordinator DUE DATE: 08 -07 -07 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ❑ No further Review Required REVIEWER'S INITIALS: DATE: DUE DATE: 09 -04 -07 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: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206- 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the Haul, fax, etc. Date: it ( 5 ' cxI ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # ❑ Revision # ( after Permit is Issued OCT 15 ❑ Revision requested by a City Building Inspector or Plans Examiner 2007 �/' f(�� 67.:11 PEFM GEt�r�t< Project Name: C h Voile /7& X /c4 -1.1 / Project Address: 1 fa7wfetin�� P �kwar , 5u ` f e le8 / SD Ic i.' Contact Person: L-(51410( J (i(/ ac }� Phone Number: /// /2-5 957- '77'i Summary of Revision: //�} Pec,vn Ai wer..+ ,,P S /kre 45 (e fa fd,a ify Jr.", on t. Sheet Number(s): ,>4'dl Sh ee/13 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on \applications\forms- applications on linc\revision submittal Crcated: 8 -13 -2004 Rcviscd: Plan Check/Permit Number: 17(17 ' Z qz Steven M. Mullet, Mayor Steve Lancaster, Director RECEIVED CITY OF TUKWI A r LANDLORD WORK - CHIPOTLE 17250 SOUTHCENTER PARKWAY SUITE 108 SOUTHCENTER SQUARE SOUTHCENTER PKWY.:: MINKLER BLVD. TUKWILA, WASHINGTON Pero* No. �. Nan review approval Is stilted to c -rcr.1 4- J crnicsioi Approval of oonstuotici c : r.st F:Uthcriz/3 the violation of • . _ a c:'' C.zccift \\\ City of Tukwila / BUILDING DIVISION REVISIONS No chances shall be mado to th^ s P of work without prior P.pprrr'n 71f T kwiln El! I Iding D'vir'in. fl. LANDLORD WORK CHIPOTLE SOUTHCENTER SQUARE 17250 SOUTHCENTER PARKWAY TUKWILA, WA REVISIONS BUILDING'S' SUITE 108 PERMIT SUBMITTAL : 10.11.07 REGISTRATION DRAWN BY: DATE: PROJECT NO.: PRINT DATE: DRAWING NAME: COVER SHEET R EGIS T E21v1 ARCHITECT S 71h ER oMAS ' D SPAD TATE OF WASHINGTON FREIHEIT & HO ARCHITECTS, INC., P.S. 10230 NE POINTS DRIVE SURE 300 KIRKLAND, WA 98033 P:425,827,2100 F :425.828.6899 LCH 10/03/07 A07 -516 10/11/07 - 1:53pm A07- 516_BLDG 5 A01_1 08.dwg SHEET A0.1 EimmEmmostasszeum Copyright 2007 Freiheit & Ho Architects, Inc., P.S. L NDEX VIC N Y MAP . ARCHITECTURAL ?:::::. 5ITE A-0.I COVER SHEET A -2.0 REFERENCE SITE PLAN A -3.0 FLOOR PLAN / DETAILS / SCHEDULES A -3.I M.E.P. PLAN A -4.0 EXTERIOR ELEVATIONS A -5.O WALL SECTION ':?: BLVD A • :'` RP V 5 ,_________, I 110TH ST V Et I E B D PROJ C DATA 7 , ,.. 2,. ,,,x LOCATION: 11250 SOUTHCENTER PARKWAY, TUKWILA, WASHINGTON ZONING: TUKWILA URBAN CENTER (TUG) OCCUPANCY: M, (MERCANTILE) NUMBER OF STORIES: I BUILDING CODE: 2006 IBC W/ WA STATE AMENDMENT ENERGY CODE: 2006 WA STATE ENERGY CODE CONSTRUCTION TYPE: TYPE V -B, FULLY SPRINKLERED TENANT SQUARE FOOTAGE: • SUITE 108 2546.F. B UILDING SQUARE FOOTAGE: BUILDING 'S' 46,611 S.F. ACGE550R5 PARCEL NUMBERS 2623044080 2623044081 3 A i. 2623044117 5 4' DESCRIPTION OP WORK: TENANT BUILD -OUT (VANILLA SHELL) FOR FUTURE TENANT. ': IP _ n _ . „' „,, 5 . _ } . } .> ST S 0 - Q - - s ��aTH 0 - 'C � - SYMBOLS ABBR G ES VIA N RAL NO A LL SUB- CONTRACTORS MUST BE WORKING FROM A FULL SET OF DOCUMENTS. ALL WS-CONTRACTORS TO VERIFY ALL DIMENSIONS FOR THEIR SCOPE OF WORK. IN EVENTS OF CONFLICTS OR CHANGES BETWEEN DETAILS OR BETWEEN PLANS AND SPECIFICATIONS, NOTIFY THE ARCHITECT IMMEDIATELY. NO MATERIALS OR PRODUCTS CONTAINING ASBESTOS ARE TO BE UTILIZED IN THIS PRO.IECT. NO PRODUCTS ARE TO BE UTILIZED IN NO THIS WORK THAT WILL REQUIRE SPECIAL INSPECTIONS OF HAZARDOUS MATERIALS SHOULD THEY BE REMOVED. ALL CONSTRUCTION SHALL CONFORM TO THE 2006 EDITION OF THE INTERNATIONAL BUILDING CODE. ALL CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THESE PLANS 4 PRO.BCT SPECIFICATIONS. GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS. IN THE EVENT OF CONFLICTS OR HANG BETWEEN DETAILS OR BETWEEN THE PLANS 4 SPECIFICATIONS, NOTIFY THE ARCHITECT IMMEDIATELY. FINISH FLOOR REF. DATUM EQUALS (100' -O "). REFER TO TOPOGRAPHIC SURVEY FOR ACTUAL SITE ELEVATION. ALL DIMENSIONS ARE TO PAGE OF CONCRETE, MASONRY, FACE OF FRAMING OR COLUMN CENTER LINES U.N.O. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED WOOD PRESSURE TREATED WOOD OF ANY SPECIES OR FOUNDATION GRADE CEDAR OR REDWOOD. ALL MARKED BY AN APPROVED TESTING AGENCY. ALL WOOD FORMS USED FOR CONCRETE, IN THE GROUND OR BETWEEN FOUNDATION SILLS 4 THE GROUND SHALL BE REMOVED. ALL PROVIDE HORIZONTAL FIREBLOGKING IN A FRAME WALLS AT IO' -0" O.G. 4 WHERE FRAME WALLS PENETRATE CEILING. FIREBLOGK IN ACCORDANCE WITH IB.C. SEC. 106. DRAFTSTOPPING IN FLOORS IS NOT REQUIRED IN BUILDINGS EQUIPPED THROUGHOUT WITH SPRINKLER SYSTEMS IN ACCORDANCE WITH SE=CTION 403.3.1. (IBC 717.3.3 EXCEPTION) ' DRAFTSTOPPING IN ATTICS 15 NOT REQUIRED IN BUILDINGS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 4033.1. (IBC 7I1.4.3) PROVIDE A FLOOR OR LANDING NOT GREATER THAN 1" BELOW THRESHOLD AT ALL DOORWAYS. PROVIDE BLDG. ADDRESS PER OWNERS BUILDING STANDARDS. EGRESS DOORS SHALL BE READILY OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. IBC 100618.1 HARDWARE. DOOR HANDLES, PULLS LATCHES, LOCKS AND OTHER OPERATING DEVICES ON DOORS REQUIRED TO BE ACCESSIBLE BY CHAPTER II SHALL NOT REQUIRE TIGHT GRASPING, TIGHT PINCHING OR TWISTING OF THE WRIST TO OPERATE. 1008.1.8.3 LOCKS AND LATCHES. LOCKS AND LATCHES SHALL BE PERMITTED TO PREVENT OPERATION OF DOORS WHERE ANY OF THE FOLLOWING EXISTS: 2. IN BUILDINGS IN OCCUPANCY GROUPS M, THE MAIN EXTERIOR DOOR OR DOORS ARE PERMITTED TO BE EQUIPPED WITH KEY- OPERATED LOCKING DEVICES FROM THE EGRESS SIDE PROVIDED: 2.1 THE LOCKING DEVICE IS READILY DISTINGUISHABLE AS LOCKED, 22 A READILY VISIBLE DURABLE SIGN IS POSTED ON THE EGRESS SIDE OR ADJACENT TO THE DOOR STATING: THIS POOR TO REMAIN UNLOCKED WHEN BUILDING 15 OCCUPIED. THE SIGN SHALL BE IN LETTERS I INCH HIGH ON A CONTRASTING BACKGROUND. ALL ROOMS OR AREAS HAVING AN OGGLIPANT LOAD OF 50 (1,500 O SF OF RETAIL SPACE) OR MORE SHALL HAVE AT LEAST 2 EXITS TO THE EXTERIOR OR TO AN EXIT CORRIDOR ( ONE -HOUR CONSTRUCTION). ( 1.13.C. 1015.2.1 ) EXITS SHALL.. HAVE A MIN. SEPARATION OF ONE HALF THE MAX. OVERALL DIAGONAL OF THE BUILDING OR AREA SERVED, MEASURED IN A STRAIGHT LINE BETWEEN EXITS. (IB.G. SECTION 10152.1.2) EXCEPTION 2 - WfHERE A BUILDING 15 EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 403311 OR 4033.12, THE SEPARATION DISTANCE OF THE EXIT DOORS OR EXIT ACCESS DOORWAYS SHALL NOT BE LESS THAN ONE -THIRD OF THE LENGTH OF THE MAXIMUM OVERALL DIAGONAL DIMENSION OF THE AREA SERVED. EXPOSED INSULATION MATERIALS INCLUDING PAGING'S AND VAPOR BARRIERS, SHALL HAVE A FLAME SPREAD RATING NOT TO EXCEED 25, AND A SMOKE DENSITY NOT TO EXCEED 450, OR SHALL BE IN SUBSTANTIAL CONTACT WITH THE WALL OR CEILING SURFACE FINISH. (IB.C. SECTION 803.8 AND 1Iq.5) ELECTRIC RESISTANCE HEAT 15 NOT ALLOWED UNLESS THE WASHINGTON STATE NON - RESIDENTIAL ENERGY CODE COMPLIANCE FORM 15 REVISED. LIMIT AIR LEAKAGE PER WS.E.C. SECT. 1514. WHEN THE FLOOR AREA OF 'GROUP B OR GROUP M' OCCUPANCIES EXCEED 1500 S.F., TWO BARRIER FREE RESTROOMS WILL SE REQUIRED. 2 EXC. 2 WASHINGTON STATE AMENDMENTS WHEN THE OCCUPANT LOAD SERVES 50 OR MORE PERSONS THE DOORS MUST SWING IN THE DIRECTION OF EXIT TRAVEL. IBC W 1008.12 DEAD END CORRIDOR (IBC SECTION 1017.52 EXCEPTION 2) : IN OCCUPANCIES IN GROUPS B AND F WHERE THE BUILDING IS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 405.511, THE LENGTH OF DEAD END CORRIDOR SHALL NOT EXCEED 50 FEET (15240 MM) BUILDING SECTION A ND EQ. EQUAL O.G. ON CENTER. ANGLE EQUIP. EQUIPMENT 0/ OVER t AT EXIST. EXISTING DPP. OPPOSITE CENTERLINE EXPO. EXPOSED CP OR EXT, EXTERIOR PL. PLATTE ROUND F.O.I.C. FURNISHED BY OWNER PLYWD. PLYWOOD 1 PERPENDICULAR INSTALLED BY CONTR. P.P. POWER POLE # POUND OR NUMBER F.D. FLOOR DRAIN PLAM PLASTIC LAMINATE A.B. ANCHOR BOLT F.E. FIRE EXTING- ACOUS. ACOUSTICAL UISHER R. RADIUS OR RISER A.F.F. ABOVE FINISH FLR. F.H. FIRE HYDRANT R.D. ROOF DRAIN AGGR. AGGREGATE FIN. FINISH REC. RECOMMENDED ALUM. ALUMINUM FLASH. FLASHING REF. REFERENCE ANOD. ANODIZED FLR. FLOOR REINF. REINFORCED APPROX. APPROXIMATE FLUOR. FLUORESCENT REGD. REQUIRED ARCH. ARCHITECTURAL FOUND. FOUNDATION RM. ROOM ASPH. ASPHALT FRM FRAMING FT. FOOT OR FEET 5, SOUTH BD. BOARD FTC. FOOTING S.G. SOLID GORE BLDG. BUILDING FURR. FURRING 5GHfED. SCHEDULE ELK. BLOCK GA. GAUGE SHT. SHEET ELK 'G . BLOCKING GALV. GALVANIZED SHT'G. SHEATHING BM. BEAM G.C. GENERAL CONTRACTOR SIM. SIMILAR SOT. BOTTOM L. GLASS SPEC. SPECIFICATIONS B.U.R. BUILT UP ROOF GNP. GROUND 50. SQUARE GR. GRADE STD. STANDARD GAB- CABINET GP. GROUP STL. STEEL G.B. CATCH SAAIN G.W,B, GYPSUM WALL STDR. STORAGE GEM. CEMENT BOARD STRUC. STRUCTURAL CH. CHANNEL GYP. GYPSUM 5U5P. SUSPENDED G.J. CONTROL JOINT 5.4 V. STAIN AND VARNISH CLG. CEILING HDWR. HARDWARE SVC. SERVICE GLR. CLEAR HDCP. HANDICAP SYM. SYMMETRICAL G.O. GLEAN OUT HDWD. HARDWOOD 5/1 SIDEWALK COL. COLUMN H.B. HOSE BIBB GONG. CONCRETE H.G. HOLLOW CORE T. TREAD CONN. CONNECTION H.M. HOLLOW METAL T.G. TOP OF CURB CONSTR. CONSTRUCTION HORIZ. HORIZONTAL TEL. TELEPHONE CONT. CONTINUOUS HR. HOUR. T.4 G. TONGUE AND GROOVE G.T. CERAMIC. TILE HT. HEIGHT THK. THICK GTR. CENTER T.O.P. TOP OF PLATE GTSK. COUNTER SUNK INST. INSTALLATION T.P. TOP OF PAVEMENT INSUL. INSULATION T.W. TOP OF ALL W DBL. DOUBLE INT. INTERIOR TYP. TYPICAL DEPT. DEPARTMENT DDT. DETAIL LAM. LAMINATED U.B.G. UNIFORM BUILDING PIA. DIAMETER LB. POUND GORE DIM. DIMENSION LOG. LOCATION UNF. UNFINISHED DN. DOWN U.O.N. UNLESS OTHERWISE DR. DOOR MATL. MATERIAL NOTED 0.5. DOWNSPOUT MAX. MAXIMUM DWG. DRAWING MFR. MANUFACTURER VERT. VERTICAL M.H. MANHOLE E. EAST MECH. MECHANICAL W. WEST EA. EACH MIN. MINIMUM W/ WITH E.I.F.S. EXTERIOR INSULATION MISC. MISCELLANEOUS WD. WOOD FINISH SYSTEM MTD. MOUNTED WOW. WINDOW E.J. EXPANSION JOINT MTL. METAL W/O WITHOUT EL. ELJEVATION W.P. WATERPROOF ELEC. ELECTRICAL N. NORTH W.R. WATER RESISTANT ELEV. ELEVATOR N.I.G. NOT IN CONTRACT WSCT. WAINSCOT ENGL. ENCLOSURE NO. NUMBER WT. WEIGHT E,P. ELECTRICAL PANEL N.T.S. NOT TO SCALE LEGAL D SCRIPTION SECTION IDENTIFICATION NORTH ARROW N C DESCRIPTION: PARCEL A: THAT PROTION OF THE NORTHWEST QUARTER OF THE SOUTH EAST QUARTER AND OF THE NORTHEAST WEST QUARTER OF SECTION 26, TOWNSHIP 25 NORTH, RANGE 4 EAST, W.M., DESCRIBED AS FOLLOWS; BEGINNING AT THE NORTHEAST CORNER OF THE SOUTHEAST QUARTER OF SAID SECTION 26; THENGE NORTH 66°05'42" WEST ALONG THE NORTH LINE OF SAID SOUTHEAST QUARTER, A DISTANCE FEET TO THE WEST LINE OF THE EAST 654.34 FEET OF SAID NORTHWEST QUARTER OF THE SOUTHEAST THENCE SOUTH OI °41'24° WEST ALONG SAID WEST LINE A DISTANCE OF 658.25 FEET TO THE TRUE BEGINNING; THENCE CONTINUING ALONG SAID WEST LINE, A DISTANCE OF 662.05 FEET TO THE SOUTH LINE OF QUARTER OF THE SOUTHEAST QUARTER; THENCE NORTH 87 °55 WEST ALONG SAID SOUTH LINE, 666.56 FEET TO THE WEST LINE OF THE QUARTER OF THE SOUTHEAST QUARTER; TI -ENCE NORTH OI °12'25" EAST ALONG SAID WEST LINE, 661.03 FEET; THENCE SOUTH 88 °0056" EAST 613.90 FEET TO THE POINT OF BEGINNING; EXCEPT THAT PORTION CONVEYED TO THE CITY OT TUKWILA BY DEED RECORDED UNDER RECORDING 44082 FOR MINKLER !BOULEVARD; SITUATE IN THE CITY OF TUKWILA, COUNTY OF IN STATE OF WASHINGTON. PARCEL B: THAT PORTION OF THE NORTHEAST QUARTER OF TTaE SOUTHWEST QUARTET OF SECTION 26, TOWNSHIP RANGE 4 FAST, W.M., DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF Tires SOUTHEAST QUARTER OF SAID SECTION 26; THENCE NORTH 88 °05 WEST ALONG THE NORTH LINE OF SAID SOUTHEAST QUARTER, A DISTANCE FEET TO THE EAST LINE OF SAID NORTHEAST QUARTER OF THE SOUTH/1E5T QUARTER; THENCE SOUTH 0I °12'25" WEST ALONG SAID EAST LINE 651.24 FEET TO THE TRUE POINT OF BEGINNING; CONTINUING SOUTH 01 °12'25" WEST 661.09 FEET TO THE SOUTH LINE OF SAID NORTHEAST SOUTH EST QUARTER, THENCE NORTH 81 °55'55" WEST ALONG SAID SOUTH LINE, 165.26 FEET; THENCE NORTH 01°58'27" EAST 344.45 FEET; THENCE NORTH 81 °5533" WEST 46 FEET; THENCE S01111-102°04 WEST IO FEET; THENCE NORTH 81°a5'S3' WEST 311.43 FEET TO A TANGENT CURVE TO THE LEFT, WITH A RADIUS OF THENCE SOUTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL. ANGLE OF 410 °55'31 ", AN ARC. 34.67 FEET; THENCE NORTH 0I °08'35° EAST TO A POINT NORTH 88 °00'36" WEST FROM THE TURE POINT OF 'BEGINNING; THENCE STOUTH 88 °00'36" EAST TO THE TRUE POINT OF BEGINNIG; EXCEPT THAT PORTION CONVEYED TO THE D U E CITY OF TUKWILA BY DEED RECORDED RECORDING 4408240323 FOR MINKLER BOULEVARD; S IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. ° PARCEL G: I QUARTER OF 1448.68 QUARTER; POINT OF SAID NORTHWEST NORTHWEST NO. 23 NORTH, OF 2618.68 QUARTER OF 25 FEET; DISTANCE NO, - OF THE OF THE SOUTH r 1 LOCATED ON SHEET... WALL SECTION C SECTION IDENTIFICATION ELEVATION MARKER C LOCATED ON SHEET.. DETAIL DETAIL IDENTIFICATION FINISH GRADE ELEVATION - 1 ,O © TOP OF CURB < LOCATED ON SHEET INTERIOR ELEVATION T .Ib.O T .158 TOP OF PAVEMENT A OFFICE ELEVATION IDENTIFICATION <_ LOCATED ON SHEET ROOM SYMBOL CENTER LINE F--- ROOM NAME 101 ROOM NUMBER PROPERTY LINE ROOM MATERIAL CODES Ist No FLOOR/BASE 2nd No WALLS/WAINSCOT 3rd NO CEILING NEW CONTOUR q' _ O" CEILING HEIGHT (2 GRID MARKERS C LETTERS IN ONE DIRECTION EXISTING CONTOUR 15 - NUMBERS IN THE OTHER �� POOR SYMBOL REVISION CLOUD NUMBER <-DOOR A DOOR MARK © IDENTIFYING NUMB ER < WALL SYMBOL PI WALL IDENTIFICATION THAT PORTION OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 26, TOWNSHIP 29 NORTH, RANGE 4 EAST, WM., DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF THE SOUTHEAST QUARTER OF SAID SECTION 26; THENCE NOR'T'H 88 °05'42" WEST ALONG THE NORTH LINE OF SAID SOUTHEAST QUARTER, A DISTANCE OF 2618.68 FEET TO THE EAST LINE OF SAID NORTHEAST QUARTER OF THE SOUTHWEST QUARTER; THENCE SOUTH 01 °12'25" WEST ALONG SAID EAST LINE 1318.32 FEET TO TIE SOUTH LINE OF SAID NORTHEAST QUARTER OF THE SOUTHWEST QUARTER; TO Ear= ;,k- I',/ED THENCE NORTH 81 °5533° WEST ALONG SAID SOUTH LINE, 18528 FEET TO THE TRUE POINT OF BEGINNING CITE' :V - 11.1,niqp1 A THENCE CONTUNUING NORTH 87° 55'53 " WEST 434. FEET TO THE EAST RIGHT -OF -WAY LINE OF SOUTHCENTER Nil- 1 2 07 PARKWAY; THENCE NORTH OI °08'35° EAST 31454 FEET ALONG SAID EAST RIGHT -OF WAY LINE TO A TANGENT CURVE TO THE PEilivII I CIN•FER RIGHT ' WITH A RADIUS OF 25 tom; THENCE NORTT- (EASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 410 °5551 ", AN ARC DISTANCE OF 5 FEET; THENCE SOUTH 81 °55'53" EAST 371.43 FEET; THENCE NORTH 02 EAST 10 :FEET; THENCE SOUTH 81 °5533" EAST 48 Ffr' THENCE SOUTH OI °58'21" WEST 344.45 FEET TO THE TRUE POINT OF BEGINNING; 4 V405• 1 2 . 511 g WINDOW SYMSDL ,4 . - WINDOW IDENTIFICATION GRAY LINES REPRESENT EXISTING TO REMAIN MATCH LINE BLACK LINCS REPRESENT NEW CONSTRUCTION OWNER: WIG PROPERTIES L.L.G. 5.5 ARCHITECT / PLANNER: 4811 -134TH PLACE SE FREIHEIT $ HO ARCHITECTS, INC., P.S. 10250 NE POINTS DRIVE. SUITE 300 BELLEVUE, WA 98 KIRKLAND WASHINGTON 98033 PH: (425) 95T -4T74 FAX: (425) 865 -8648 E -MAIL: LESITYAWIG @WIGPROPERTIES.GOM PH: (425) 821 -2100 FAX: (425) 828 -65941 CONTACT: LESITYA WIG EMAIL: T5PADESR @FHOARCH.COM CONTACT: TOM SPADES SHAPED PORTION IS THE SIDE CONSIDERED DAS1-IED LINES INDICATE EXISTNG TO BE REMOVED r LANDLORD WORK - CHIPOTLE 17250 SOUTHCENTER PARKWAY SUITE 108 SOUTHCENTER SQUARE SOUTHCENTER PKWY.:: MINKLER BLVD. TUKWILA, WASHINGTON Pero* No. �. Nan review approval Is stilted to c -rcr.1 4- J crnicsioi Approval of oonstuotici c : r.st F:Uthcriz/3 the violation of • . _ a c:'' C.zccift \\\ City of Tukwila / BUILDING DIVISION REVISIONS No chances shall be mado to th^ s P of work without prior P.pprrr'n 71f T kwiln El! I Iding D'vir'in. fl. LANDLORD WORK CHIPOTLE SOUTHCENTER SQUARE 17250 SOUTHCENTER PARKWAY TUKWILA, WA REVISIONS BUILDING'S' SUITE 108 PERMIT SUBMITTAL : 10.11.07 REGISTRATION DRAWN BY: DATE: PROJECT NO.: PRINT DATE: DRAWING NAME: COVER SHEET R EGIS T E21v1 ARCHITECT S 71h ER oMAS ' D SPAD TATE OF WASHINGTON FREIHEIT & HO ARCHITECTS, INC., P.S. 10230 NE POINTS DRIVE SURE 300 KIRKLAND, WA 98033 P:425,827,2100 F :425.828.6899 LCH 10/03/07 A07 -516 10/11/07 - 1:53pm A07- 516_BLDG 5 A01_1 08.dwg SHEET A0.1 EimmEmmostasszeum Copyright 2007 Freiheit & Ho Architects, Inc., P.S. NEW TER PI3 06 M i ii \ a,a� 11 akeo.p d4: -,. l4'-o" 26' -6" T-o" 1'-o" 7' " 24'-0" TY INSTALLED FIBE • NEWA ! 1® � 15►.s � rT, -yam 1-174111 SS 10 g �.g r ammi • •F71 wi .•.•�, -.. .�.'- � -'1 i.Li 1 °` ,•STEM �i -0 .p 1111111111 I 1 PI S (46,611 S.F FF = 25.5 AULT. SEE CIVIL 106 -6" T - 0" 4 106 I/2" s4' -u" ' namisionschammaisimatizmucentia mammon rte S'-0 3/4" ms s. ter. 18 71 162 --0" 36 •i� \l ►Jwr.�.l��,� Ir��� "'L i - ' — i''- .��1 ®sbacracw�w.__ —_. i apb! i _ / �!' . a f y�n Pa,s'4 •` w'4 ° ^ie 4 S * P b s f G a i a e f ° 8 ' ; v a• a'!. 1 ' C �e ,_ �� .' I �� / � i r� l � // � �'.` ^ . e , .. c• . . a c • x e 9 0. P�6 Pa ; > r • G 49Ct +b a •, e +e t�A�a �v r r®Gizieugloi9 360.00' -7" 12 -O" ' •" : RED SIDEWALK 1111111111111111111111 111111111'111111111 21-O" 24 -0" � • WIG PROPERTIES � � n 6 -O SIDEWALK 1 • 4f, 4r " BRICK \� { �: °. 248 -2 PLA riX11171_,I e, c I ta P °0d °{ °bca ifien P ° v r v ♦ °i bvi�� Mi i ' I! � - •• c ��� - M9; a_* v ° a q a f p f i P • • 7 1 -OF -WAY DEDICATION 8 Cis 24'-6" TOTAL R.0 it DEDICATION 140' -0" PER KOHL'S PLAN N 66 °oo'00" W 10 SIDEWALK EASEMENT 15'-0" REQUIRED BUILDING SETBACK PETCO (15,202 S.F.) FI= = 26 TENANT LINE 1.4 � �I °� ��O.14 d, b ° x f �� v d 5• i �. ;I— ^oa� * a`. {cFCrr°o °PP P 4�J� LOADING LOADING SCISSORS LIT BY TENANT VAULT. SEE CIVIL Seryv. 2�� v - • - b - C - b f'la Ps °. U.S. WEST TELE. VAULT MATCHLINE 54'26" W n 6 PROPOSED SI 15 -0" REQUIRED BUILDING SETBACK 10 REQUIRED SIDEWAL CURB 20 REQUIRED ROAD 4 LANDSCAPE STRIP CITY INSTALLED 15 0 "R!&UIRED BUILDING SETBACK a � p o x Y + ° o� bq4 i.q 4 •. •xp A �N ° ^� i'� �ey 47ZrA,.i® , �. "' 1 �.ca�asw�t�.� :Rib�r7n�IIE -. "a S1 ��11 ��C9�[ �71�R7�� !'2�1R�G�i`�A��2�7B��SF�t rz+.� , � e s .. m i p -0y °xq °6�T••, °� °�e� �� r�ssar� 16a .�s.��aas+aln>�teso�r� ie���a�a,�aras>�Ii� �.e�^ti���"s�►��ria■I�It�asEs �..: alw CL INTERSECTION STA 50400 NORTH RQA STA 409548 SDUTHCE N 1°Ocriel E 18.06 15 REQUIRED BUILDING SETBACK AREA OF WORK '-6 "R.o.W. DEDICATION VAULT. SEE CIVIL WIG BOULEVARD WIG BOULEVARD 6'-0" PROPOSED SIDEWALK 4'-6" PROPOSED TREE EXISTING PROPERTY LINE NEW PROPERTY LINE O'-6" LANDSCAPING 24' -6" STA 63 +34.92 NOR STA 86 +57.90 EAST RECEIVED CITY OF T Inc,; v?R . OCT 1 5 2007 PEi-•iiVh i GEN LANDLORD WORK CHIPOTLE SOUTHCENTER SQUARE 17250 SOUTHCENTER PARKWAY TUKWILA, WA REVISIONS BUILDING 'S' SUITE 108 PERMIT SUBMITTAL : 10.11.07 REGISTRATION THOMA S TATE d DRAWN BY: DATE: PROJECT NO.: PRINT DATE: DRAWING NAME: SITE PLAN REGISTERED ARCHITECT EO SPACER F WASHINGTON I FREIHEIT & HO ARCHITECTS, INC., P.S. 10230 NE POINTS DRIVE SUITE 300 KIRKI,AND, WA 98033 P:425.827.2100 F:425.828.6899 LCH 10/03/07 A07 -516 10/11/07 - 1:53pm A07-51 6_BLDG S_A20_108.dwg SHEET A2.0 Copyright 2007 Freiheit & Ho Architects, Inc., P.S. 1 _LL DOOR SCHEDULE BSGHI DOOR NO. MARK MARK A (EXIST.) 8 2 T SIZE/ MK 6' -0 -0" S'-O °x1 A FLOOR/BASE I SEALED CONCRETE SHEET VIM 6" VINYL BASE CARPET p o g ALUM H.M. Awl A B G = I U. MOD PAINT 4 a ca TEMP 20 GAUGE 8" MTL. STUDS ® I6 O.G. 3" SOUND BATT INSUL. 5/8° TYP ON BOTH SIDES EXTEND TO ROOF FRAMING 'TENANT SPACE EXISTING TILT -UP PANEL - SHELL CONSTRUCTION R -II BATT INSUL. W/ VAPOR BARRIER 5/8" TYPE 'X' GAB. 25 GAUGE 3 5/8" METAL STUD 016° O.G. TENANT SPACE EXTEND TO ROOF FRAMING cl ALUM H.M. s z U. MOD PAINT A WALL/WSCT TAPED, SMOOTH 4 READY FOR PAINT TAPED, TEXTURED $ PAINTED W/ SEMI - GLOSS PAINT 48" HIGH PLASTIC LAMINATE WAINSCOT FIRE TAPED DETAIL 2 4 FF = FACTORY FINISH 54V = STAIN $VARNISH S.G.= SEMI- GLOSS ANOD= FACTORY ANODIZED ALUMINUM REMARKS MOD S4 . DOOR TYPES INSUL. SAFETY GLASS A� STOREFRONT DOOR (DOUBLE) ® INTERIOR H.M. DOOR REMARKS: I. PROVIDE DECAL SIGN WITH I" BLACK LETTERS READING: THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS. LOCATE ON INSIDE OF TRANSOM. 2. PROVIDE AND INSTALL 6" SQUARE INTERNATIONAL SYMBOL OF ACCESS SIGN ON WALL ADJACENT TO DOOR STRIKE. 3. PROVIDE LEVER HANDLES. DOOR HARDWARE DOOR HARDWARE: A. REAR SINGLE DOOR / REAR DOUBLE DOORS: I EACH EXIT ALARM: EXIT PANIC DEVICE WITH ALARM WON DUPRIN GUARD X SERIES 2510) WITH ONE (I) ELECTRIC POWER TRANSFER (EFT) DEVICE (VON DUPRIN EPT -I0) 1 -I /2PR. BUTT HINGES: HEAVY DUTY BUTTS HAGER BB 121 4.5X4.5, U 26D I EACH CLOSER: LCH SMOOTHES 4040, ALUMINUM I EACH THRESHOLD: HAGAR 5205A V3FT 1 EACH VIEWER TACO TA33I0PC (MOUNT AT 5'-0 AFF) ROOM FINISH SCHEDULE F W C CEILING 2x4 SUSP. A.G.T. 2x4 5USP. A.G.T. WITH PLASTIC COATED TILES SEE SPEC. TAPED, SMOOTH 4 READY FOR PAINT OPEN ABOVE INDICATES NEW WALLS WALL TYPES SEE FINISH SCHEDULE FOR ALL FINISHES 20 GAUGE 6" MTL. S 0 16" D.G. 3 SOUND BAIT INSUL. 5/8 TYPE 'X' GAB. ON BOTH SIDES EXTEND TO ROOF FRAMING TENANT SPACE 9GM2z Imo' =i'-0' WALE, b '=I' -d' WALL SECTION 1 WALL SECTION r VARIES 8.0. METAL DECKING PROVIDE HORIZONTAL BRACING AS NEEDED FOR NEW DEMISING WALL PROVIDE SLIP TRACK 0 TOP OF WALL - FILL PILL W/ SOUND INSULATION NEW 6" MTL STUD DEMISING WALL SOUND BATT INSULATION BY TENANT EXISTING SLAB 1/2 MTL. STUDS AT TOP AND BOTTOM FLANGE kV/ GWB. PROVIDE SLIP TRACK ® TOP OF WALL - FILL W/ SOUND INSULATION NEW 8" MTL STUD DEMISING WALL SOUND BATT INSULATION BY TENANT EXISTING SLAB VARIES All B.O. METAL DECKING w = rri 17 i r � ■=it r �i�i i►i��r ija%r' AiirViAr: rA mm SCALE: S " •1 ' -0 ' 5/8" TYPE 'X' 6Y1B. - FIRE TAPED, SANDED, TEXTURE -LESS, PAINT READY COLUMN DETAIL @ DEMISING WALL SOUND BATT INSULATION EY TENANT MTL. STUD TYP. COLUMN DETAIL @ INT. DOOR JAMB SGALEs 9'=I'-0' CAULK 20 GAUGE 8° MTL. STUDS 0 I6° O.G. 5/8° TYPE 'X' G.INB. ON BOTH SIDES COLUMN DETAIL @ MULLION SGN.EM 9`81' -0 ALUM. STOREFRONT, TYP. NEOPRENE GASKET I/2" X I" X FULL STOREFRONT WALL HEIGHT VERTICAL STOREFRONT CLOSURE BLOCK BETVEEN MULLIONS VERTICAL ANOD. ALUM. CLOSURE CHANNEL TO CEILING TO MATCH STOREFRONT OF WALL $ MULLION DEMISING WALL NEOPRENE GASKET I/2 X I" X FULL. STOREFRONT WALL MIGHT MOD. ALUM. CLOSURE CHANNEL TO CEILING TO MATCH STOREFRONT E OF WALL $ MULLION VERTICAL STOREFRONT CLOSURE BLOCK BETWEEN MULLIONS ALUM. STOREFRONT (TYR) REVISION 'NO3___ ' DEMISING WALL @ MULLION SCALE, II/2' *I'-0" Doi -29z RECEIVED O CITY - 1 (9 OCT 7 5 2007 F'tiriM I CEN f EH- LANDLORD WORK CHIPOTLE SOUTHCENTER SQUARE 17250 SOUTHCENTER PARKWAY TUKWILA, WA REVISIONS BUILDING'S' SUITE 108 PERMIT SUBMITTAL :10.11.07 / ' REGISTRATION 7812 \ , T EO SPADER ST4TEO HOMA V�IASfflhl�,! ON FREIHEIT & HO ARCHITECTS, INC., P.S. 10230 NE POINTS DRIVE SUITE 300 KIRKLAND, WA 98033 P:425.827.2100 F:425.828.6899 DRAWN BY: LCH DATE: 10/03/07 PROJECT NO.: A07 -516 PRINT DATE: 10/11/07 - 1:54pm DRAWING NAME: A07- 516_BLDG S_A30_108.dwg FLOOR PLAN, WALL SECTION, DETAILS, SCHEDULES SHEET A3.0 azonmemailsmamermet Copyright 2007 Freiheit & Ho Architects, Inc., P.S. M.E.P. SCHEMATIC SCOPE OF WORK ELECTRICAL SERVICE: A. ONE CODE- COMPLIANT 400 AMP, 120/205 VOLT, 3- PHASE, 4-WIRE METERED SERVICE CAPABLE OF SUPPLYING 120 KVA BROUGHT TO 400 AMP FUSED DISCONNECT SWITCH (TO BE NEMA 3R RAIN TIGHT IN EXTERIOR INSTALLATIONS) OR 400 AMP CIRCUIT BREAKER SUBJECT TO THIS SECTION A. LANDLORD CAN PROVIDE TWO 200 AMP SERVICES INSTEAD OF A SINGLE 400 AMP SERVICE. TENANT AGREES TO ACCEPT TW0 200 AMP PANEL5 SUBJECT TO THIS NOT CREATING ANY ADDITIONAL COSTS FOR THE TENANT. ANY RELATED ELECTRIC UTILITY COMPANY CHARGES SHALL BE PAID BY LANDLORD. LANDLORD SHALL PROVIDE ONE SET 400A COPPER OR ALUMINUM THHN CONDUCTORS, TO SE 4-500 KGMIL, #1 /0 G IN 4" C. FOR CONDUCTOR LENGTHS OVER 25.0 FEET, FROM MAIN DISCONNECT TO TENANT'S PANELBOARD LOCATION WITHIN DEMISES PREMISES AS DETERMINED BY TENANT. FIRE ALARM LANDLORD SHALL PROVIDE FIRE ALARM SYSTEM FOR THE SHELL BUILDING. TENANT SHALL DISTRIBUTE THE FIRE ALARM IN TENANT SPACE. NATURAL GAS LANDLORD SHALL FURNISH AND INSTALL MINIMUM I600M13H NATURAL GAS SERVICE AT 6 W.G. TO GAS MAR LOCATED PER TENANT SPECIFICATIONS INSIDE LEASE SPACE. ALL RELATED NATURAL GAS UTILITY COMPANY CHARGES SHALL BE PAID BY LANDLORD. FINAL ACTUAL LOAD SHALL BE FURNISHED TO LANDLORD BY TENANT AT COMPLETION OF CONSTRUCTION DOCUMENTS. WATER LANDLORD SHALL FURNISH AND INSTALL I. OR GREATER DOMESTIC WATER SUPPLY LINE SUPPLYING MINIMUM OF 45 GALLONS PER MIN. AT 60 P5I, ROUTED TO WITHIN LEASE SPACE. ALL RELATED TAP, SYSTEM, FIXTURE, AND /OR DEVELOPMENT FEES SHALL BE PAID BY LANDLORD. TELEPHONE LANDLORD SHALL FURNISH AND INSTALL 3/4" CONDUIT STUBBED -IN AT REAR OF LEASED PREMISES ORIGINATING FROM PROPERTY'S JOINT TELEPHONE POINT OF DEMARCATION. IF SPACE REQUIRES FIRE ALARM AND /OR SPRINKLER SYSTEM, ONE ONE -INCH (I") CONDUIT 15 REQUIRED. SEWER NEW CONSTRUCTION: LANDLORD SHALL FURNISH AND INSTALL TWO FOUR -INCH MINIMUM SANITARY SEWER LINES WITH MINIMUM INVERT ELEVATION OF 45 INCHES, ONE LINE LEADING TO GORE - COMPLIANT SHARED GREASE INTERCEPTOR WITH INVERT AS NECESSARY TO ACCOMMODATE GREASE INTERCEPTOR INSTALLATION REQUIREMENT, AND ONE LINE BYPASSING GREASE INTERCEPTOR WITH MINIMUM INERT ELEVATION OF 45 INCHES. ALL RELATED TAP, SYSTEM, FIXTURE, AND /OR DEVELOPMENT FEES SHALL BE PAID SY LANDLORD. Thy GREASE INTERCEPTOR WILL EE 6000 GALLONS AND SHARED BY ALL TENANTS IN THE SOUTH BUILDING. LANDLORD WARRANTS THAT 6000 GALLONS 15 SUFFICIENT FOR THE FOOD TENANTS IN THE SOUTH BUILDING. TENANT SHALL PAY ITS SHARE OF MAINTAINING THE GREASE INTERCEPTOR BASED ON USE. LANDLORD SHALL ALSO PROVIDE A 3 X 3 AREA, OUTSIDE OF THE PREMISES IN THE RECYCLE AREA FOR THE SOUTH BUIL DING, FOR THE STORAGE OP THE GREASE RECEPTACLE (BARREL OR DRUM). ROOF SCREENING LANDLORD SHALL PROVIDE REQUIRED SCREENING FOR TENANT'S STANDARD ROOFTOP - MOUNTED EQUIPMENT EUFFIGIENT TO MEET APPLICABLE LOCAL COVENANTS, CODES AND ORDINANCES. FIRE SPRINKLER LANDLORD SHALL PROVIDE A FIRE - SPRINKLER SYSTEM FOR THE SHELL BUILDING TO MEET LOCAL ORDINANCES FOR TENANTS INTENDED USE AS ANTICIPATED BY THIS LEASE. MODIFICATIONS TO SAID SYSTEM SHALL BE AT EXPENSE OF TENANT. TENANT TO DISTRIBUTE THE FIRE SPRINKLER THROUGHOUT THE PREMISIES WITH ALL DROPS. ALL RELATED TAP, SYSTEM, FIXTURE, AND /OR DEVELOPMENT FEES SHALL BE PAID BY LANDLORD. MECHANICAL LANDLORD SUPPLY TWO 65 TON YORK GAS/ELECTRIC ROOF TOP HVAC UNITS WITH ECONOMIZERS AND BAROMETRIC. RELIEF DAMPERS. HVAC SHALL INSTALLED COMPLETE AND OPERATIONAL WITH DUCT DROPS INTO TENANT SPACE FOR FUTURE DISTRIBUTION. TENANT TO CONNECT TO EXISTING PHONE LINE J I I TENANT CONNECT TO EXISTING FIRE SPRINKLER LINE N t ELECTRICAL - PROVIDE (I) 4" CONDUIT FROM ELECTRICAL ROOM TO TENANT PANEL LOCATION - GOORD. W/ TENANT PLANS TENANT CONNECT TO EXISTING GAS LINE TENANT TO CONNECT TO EXISTING 4" SANITARY SEVER LINE '7 TENANT TO CONNECT TO EXISTING 4" SANITARY GREASE LINE 2 GOLD WATER LINE AT UNDERSIDE OF ROOF - STUB DOWN W/ SFUT -OFF VALVE 4 5UB METER FOR TENANTS CONNECTION - SEE TI PLAN / I V - • N ( 1 1 F i< I / I V :I J J J APPROXIMATE L HVAG UNITS (65 FURNISH AND INS CONDUITS FROM ROOF AND 5 7UB DIRECTLY BELOW ( 1 ) 17, 1— k_ i SCALE IHE' •I'0 it C, iiTIONS OF T YORK, �I T POWER UNITS WITHIN THE UNITS i i M.E.P. PLAN SUPPLIED C LBS) DATA THE PREMISES N N -4- N rN REVISIONN� _ I. tO7 292 REEL IV7D CITY OF ; (_) Api A OCT "I 5 2007 PEi ,IVii i CENTER LANDLORD WORK CHIPOTLE SOUTHCENTER SQUARE REVISIONS BUILDING 'S' SUITE 108 17250 SOUTHCENTER PARKWAY TUKWILA, WA 08/08/2007 RESUBMIT TO CITY PERMIT SUBMRE SPANT LI] T PAN S REGISTRATION REGIS TL R LG ARCi-4.ITT S 4 THOMA5 fO SPADER TATE OF WASHINGTON FREIHEIT & HO ARCHITECTS, INC., P.S. 10230 NE POINTS DRIVE SUITE 300 KIRIQAND, WA 98033 P:425.827.2100 F:425.828.6899 DRAWN BY: DATE: PROJECT NO.: PRINT DATE: DRAWING NAME: M.E.P.PLAN LCH 10/03/07 A07 -516 10/11/07 - 1:55pm A07- 516_BLDG S_A31_108.dwg SHEET A3.1 EMESNOMMENSINMEIRINE Copyright 2007 Freiheit & Ho Architects, Inc -, P.S. - • _ • - • • - y s , • -4 4 s 1 2 111 4M4 V411 ..M1=■ENNOMMIM 111111111111111 11111111111111111111 MI 11111.1111 11111111111111111111111111111111111 SIGN • AREA FOR TENANT SIGN MAX ALLOWABLE: 45. SF I EXPOSED BUILDING FACE: lOciti ALLOWABLE SIGN AREA: 2H5 + [0.04401. = 45. SF 11 Pun i.11' minimmuniminnumin 1=2 mummunnikoll 01=111111 mumffinnow IMUMUMMIIIMMUMIE 7711111111111MM 1111 El ir mummimmung3MMTEMOiliirtfiiiiilMummo - r EXPOSED BUILPIN G FRONTAGE T.O. PLATE rim A 111111111111111111111111011111 I 5TOREF‘ONT GLAZING, TYP. STOREFRONT SYSTEM, TIT. STEEL CANOPY, TYP. CANOPY ROOD + PLATE, TYP. -1 7177_= - METAL COPING, TiP. E.I.F.5. CORNICE, TYP. STUD WALL DECORATIVE TILE, TYP. FROSTED GLAZING 15/52' • TENANT SPACE EXTERIOR LIGHT FIXTURE, TYP. BRICK VENEER, TYP. ERICK VENEER PLANTER SCALE: V" NO' EXISTING WEST ELEVATION 11•1111111111111•111 11111111111111111111111111111111 - • - , - • - • y ^ ~ N • - 1 _ • - 1 • • - - • - • - • - Y. • ^ W. • - - - • - • , 1- n • 1 ^ - • • - 1 - • ^ • - • ^ - • - • • • - V. • • - ^ • - y - • - • n • - 1 • , ^ • I N - • - ^ , • y • . • - - • , • • - 1 - • - - • - - • - y, - • • „ - • 1111MillIMMIMUMMIIIN 111111111111111111111111111111111M11111111111111111 1111111111111111111111111111111111111111111111111111111111 r,11 tlf /.1119 it - • • - y 1 - - • - ~ y • - ^ - • _ • • 1 a- • - _ • • • _ • - - • • - • • - • 1- • - " , • - y • - 1 - • ^ • • • .. - • • - • _ • 1 , 1 - • - 1 • r - • - L TIL CONCRETE PANEL-BASE OR LIGHT FIXTURE, TIT. BRI K VENEER, VP. SRI K VENEER-ACCENT, TYP. FABRIC AWNING METAL COPING, 1YP. E.I.F.S. CORNICE, TYP. TILT-UP CONCRETE PREFERRED SIGN AREA FOR SIGN PLACEMENT BY TENANT 65 1/52 STOREFRONT GLAZING, TYP. — STOREFRONT SYSTEM, TYP. STEEL CANOPY, TYP. CANOPY ROOD + PLATE, TYP. TENANT SPACE STUD WALL DECORATIVE TILE, TYP. — FROSTED GLAZING T.O. PLATE 2 I pEVISION Na I V07292. EXISTING NORTH ,ELEVATIO ,c,CEIVED WALE, V41111-0. OCT 1 5 2007 CEN TER LANDLORD WORK CHIPOTLE SOUTHCENTER SQUARE 17250 SOUTHCENTER PARKWAY TUKWILA, WA REVISIONS BUILDING 'S' SUITE 108 PERMIT SUBMITTAL : 10.11.07 REGISTRATION 781 2 DRAWN BY: DATE: PROJECT NO.: PRINT DATE: DRAWING NAME: REGISTEZ:70 ARG4 THOMAS - 50 SPADE STATE OF WASI A4.0 1 FREIHEIT & HO ARCHITECTS, INC., P.S. 10230 NE POINTS DRIVE SUITE 300 KIRKLAND, WA 98033 P:425.827.2100 F:425.828.6899 LCH 10/03/07 A07-516 10/11/07 - 1:55pm A07-516_BLDG S_A40_108.dwc EXTERIOR ELEVATION mim"mm SHEET 212110041EMIUMBEMEZES Copyright 2007 Freihet & Ho Archbots, Inc., P.S. • I U I - • _ • - • • - y s , • -4 4 s 1 2 111 4M4 V411 ..M1=■ENNOMMIM 111111111111111 11111111111111111111 MI 11111.1111 11111111111111111111111111111111111 SIGN • AREA FOR TENANT SIGN MAX ALLOWABLE: 45. SF I EXPOSED BUILDING FACE: lOciti ALLOWABLE SIGN AREA: 2H5 + [0.04401. = 45. SF 11 Pun i.11' minimmuniminnumin 1=2 mummunnikoll 01=111111 mumffinnow IMUMUMMIIIMMUMIE 7711111111111MM 1111 El ir mummimmung3MMTEMOiliirtfiiiiilMummo - r EXPOSED BUILPIN G FRONTAGE T.O. PLATE rim A 111111111111111111111111011111 I 5TOREF‘ONT GLAZING, TYP. STOREFRONT SYSTEM, TIT. STEEL CANOPY, TYP. CANOPY ROOD + PLATE, TYP. -1 7177_= - METAL COPING, TiP. E.I.F.5. CORNICE, TYP. STUD WALL DECORATIVE TILE, TYP. FROSTED GLAZING 15/52' • TENANT SPACE EXTERIOR LIGHT FIXTURE, TYP. BRICK VENEER, TYP. ERICK VENEER PLANTER SCALE: V" NO' EXISTING WEST ELEVATION 11•1111111111111•111 11111111111111111111111111111111 - • - , - • - • y ^ ~ N • - 1 _ • - 1 • • - - • - • - • - Y. • ^ W. • - - - • - • , 1- n • 1 ^ - • • - 1 - • ^ • - • ^ - • - • • • - V. • • - ^ • - y - • - • n • - 1 • , ^ • I N - • - ^ , • y • . • - - • , • • - 1 - • - - • - - • - y, - • • „ - • 1111MillIMMIMUMMIIIN 111111111111111111111111111111111M11111111111111111 1111111111111111111111111111111111111111111111111111111111 r,11 tlf /.1119 it - • • - y 1 - - • - ~ y • - ^ - • _ • • 1 a- • - _ • • • _ • - - • • - • • - • 1- • - " , • - y • - 1 - • ^ • • • .. - • • - • _ • 1 , 1 - • - 1 • r - • - L TIL CONCRETE PANEL-BASE OR LIGHT FIXTURE, TIT. BRI K VENEER, VP. SRI K VENEER-ACCENT, TYP. FABRIC AWNING METAL COPING, 1YP. E.I.F.S. CORNICE, TYP. TILT-UP CONCRETE PREFERRED SIGN AREA FOR SIGN PLACEMENT BY TENANT 65 1/52 STOREFRONT GLAZING, TYP. — STOREFRONT SYSTEM, TYP. STEEL CANOPY, TYP. CANOPY ROOD + PLATE, TYP. TENANT SPACE STUD WALL DECORATIVE TILE, TYP. — FROSTED GLAZING T.O. PLATE 2 I pEVISION Na I V07292. EXISTING NORTH ,ELEVATIO ,c,CEIVED WALE, V41111-0. OCT 1 5 2007 CEN TER LANDLORD WORK CHIPOTLE SOUTHCENTER SQUARE 17250 SOUTHCENTER PARKWAY TUKWILA, WA REVISIONS BUILDING 'S' SUITE 108 PERMIT SUBMITTAL : 10.11.07 REGISTRATION 781 2 DRAWN BY: DATE: PROJECT NO.: PRINT DATE: DRAWING NAME: REGISTEZ:70 ARG4 THOMAS - 50 SPADE STATE OF WASI A4.0 1 FREIHEIT & HO ARCHITECTS, INC., P.S. 10230 NE POINTS DRIVE SUITE 300 KIRKLAND, WA 98033 P:425.827.2100 F:425.828.6899 LCH 10/03/07 A07-516 10/11/07 - 1:55pm A07-516_BLDG S_A40_108.dwc EXTERIOR ELEVATION mim"mm SHEET 212110041EMIUMBEMEZES Copyright 2007 Freihet & Ho Archbots, Inc., P.S. T.O. PLATE +S4' - I/2" i ar.° ■ra.° �1RRY Barr° MUMS R r° . 11 i ll 1 119 W A■iv w,Mi►w,mw w i F a— . :1 • ���_ 1 ' Lam 4 1111 ."7 11 .. , • .i 11 rr' : I V B.D. HSS. +16-5" T.O. SLAB x0' -0" I • 4 • 4 4 4v 4 a 4 4 DECORATIVE TILE I/2" MORTAR BED CEMENT BOARD 15# ELM. FELT PLYWOOD SHEATHING FER STRUCT. 10 STEED... STUDS ® 16" O.G. PLYWOOD PER STRUG. VAPOR BARRIER PER GEO FREE DRAINING BASE COURSE COMPACTED 1":11N. 2'-O wf vf�f +ll 'AM= ■ M A,rw wi■wismi1 ■.11■.w MK •5• T.O. CANOPY $ +12' -4" B.O. HSS. N. PERFORATED DRAIN 4 FREE kINING FILL PER OTEGH. REPORT STEEL CANOPY STEEL CANOPY TIE BEYOND EXTERIOR LIGHTING FIXTURE PER SITE PLAN LIGHTING DRAWING 1 } _.........� CONCRETE PAVING PER PLAN 1 .2 SLOPE 5 : 12 MIN. 4 . , . G . 4 4 r { i f Iii �i �t P i \ ; ; 4 v METAL STUD WALL CONSTRUCTION 0 PARAPET STUCCO FINISH SELF-FURRING METAL LATH CEME=NT BOARD 15# BEDS. FELT PLYWOOD SHEATHING' PER STRUGT. IO" STEa. STUDS ® 16" O.G. PLYWOOD PER. STRUG. METAL STUD WALL CONSTRUCTION ROOF BRACING PER 5 R -IO FFRIMR RIGID ISULATION TYP. TYPI AL FLOOR CONSTUGTION 4" SAND HIGAL REPORT (6 MIL. MIN) 6EOTECH REPORT (4" MIN.) PER GEOTEGH REPORT +7—^'^-1 1 ' 1 i 1 _I g i . �� I-- -d s S _� I 4 a ai I ,—€ �.. I : i ,rr i�?..r : t i� _ _; ;. t, • WALL SECTION g•Al.E 9/4'=1'-0 NGRETE SLAB ON GRADE PA 4 7 4 Nivitk m gr t No - `,14 t 'F '-O". 4" SAND I1=R PER G1=OTI=GHICAL REPORT (6 MIL. MIN.) ASE COURSE PER GEOTEGH REPORT (4" MIN.) MPA0TED SUHGRADE PER GEOTEGH REPORT VAPOR BA DRAINING T.O. PLATE +3•' -ci I/2" TA. SLAB 4" MIN. PERFORATED FOOTING DRAIN 4 FREE DRAINING FILL. PER GEOTEGH. REPORT BRICK TIES a I6 O.C. EACH WAY 4 i HORIZ. WIRE TiE5 I@ 16" O.G. VERT. a NGRETE PAVING PER PLAN . A*A WALL CONSTRUCTION 0 THICK PLASSR BRICK VENEER PER ELEVATION SI G•U BLOCK TILT UP CONCRETE PANEL PER ELEVATION 3 5/5 "X25 GA. STELA. STUDS ® 16" O.G. R -II BATT INSULATION W/ VAPOR FARRIER 5/8° TYPE 'X' G.A.B. SGM.E1 9 /4' •I R -I0 PERIMETER RIGID ISULATION TYP. WALL SECTION TYPICAL FLOOR CONSTUCTION GONC.RETE SLAB ON GRADE I 1 I .w—_ i 1 1-- p i k f Zff?��i►f�Ttr�� _ !T!Y!T!'47# .1•, + t; .fff f i.f NOPAIL\PF 4 1116 .1 4" SAND IER PER GEOTEGHIGAL REPORT (6 MIL. MIN.) BASE COURSE PER 6EOTECH REPORT (4' MIN.) COMPACTED SUBGRADE PER GEOTEGH REPORT V T.O. PLATE +52' -O" STEEL. CANOPY 5' -0° a MOE& •-•-- - - - r VAPOR B FREE DRAIN s f 4 ' ' 4 4 4 4 CA. STEEL +16' -10 I/2" STOREFRONT R.O. +I3' -10" T.O. GANOP( +10'-6" STOREFRONT R.O. +a'-6 EXTERIOR LIGHTI FIXTURE PER SITE PLAN LIGHTING DRAWING T.O. SLAB +0 -0" METAL DECK PER STRUCTURAL b - ►VANIZED ON TOP SURFACE FACTORY PRIMED ON :.ERSIPE, SLOPE TO GUTTER, • - LK 4 SEAL ALL IIINTS SLOPE N. .25:12 MIN. 4° MIN. PERFORATED FOOTING DRAIN 4 FREE ; I — DRAINING FILL PER --. i 1- GEOTECH. REPORT I Y - -- •-. f r t I i NGRETE PAVING I __ PER PLAN t 4 €? s T PIGAL TILT -UP WALL CONSTRUCTION TILT -UP CONCRETE PANEL PER ELEVATION I" AIR GAP 3 5/8 °X25 GA. STEEL STUDS 0 16" O.G. R -II BATT INSULATION W/ VAPOR FARRIER 5/S" TYPE 'X' GAB. T.O. REVEAL VARIES INTERMEDIATE MULLION p F 1 1 1 1 `�_ I I i . .. F ti�,.w,.. ( i ; i ...... 777 ,.,.... 1 I (y WALL SECTION SCALE 91011=0" TYPICAL ROOF CONSTRUCTION MEMBRANE ROOFING &LASS FIBER SURFACED RIGID INSULATION STEEL ROOF DECK 4 STEEL ROOF JOISTS FER STRUCTURAL PLA' SLOPE 25 : 12 MIN. REVISION N DDT z42 R -IO PERIMETER RIGID ISULATION TYP. TYPICAL FLOOR CONSTUCTION CONCRETE SLAB ON GRADE CITY Cg-; 11 5 2001 PEHIA I CEN I LANDLORD WORK CHIPOTLE SOUTHCENTER SQUARE BUILDING'S' SUITE 108 17250 SOUTHCENTER PARKWAY TUKWILA, WA REVISIONS PERMIT SUBMITTAL : 10.11.07 REGISTRATION FREIHEIT & HO ARCHITECTS, INC., P.S 10230 NE POINTS DRIVE SUITE 300 KIRKLAND, WA 98033 P:425.827.2100 F:425.828.6899 DRAWN BY: DATE: PROJECT NO.: PRINT DATE: DRAWING NAME: THOMAS'LEO SPRDER STATE OF WASHINGTON I LCH 10/03/07 A07 -516 10/11/07 - 1:56pm A07- 516_BLDG S A50_108.dwc WALL SECTION SHEET A5.0 MilliMENEMESSESIMISENSEZ Copyright 2007 Freiheit & Ho Architects, Inc., P.S.