Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Permit D07-130 - DSW SHOES - DEMISING WALLS AND SCISSOR LIFT
DSW SHOES 17100 SOUTHCENTER PY SUITE 128 D07 -130 Parcel No.: 2623049081 Address: 17100 SOUTHCENTER PY TUKW Suite No: Cityf Tukwila Tenant: Name: DSW SHOES Address: 17100 SOUTHCENTER PY, SUITE 128 , TUKWILA WA Owner: Name: WIG PROPERTIES LLC -SS Address: 4811 134 PL SE , BELLEVUE WA 98006 Phone: Contact Person: Name: ERIC KOCH Address: 2150 N 107 ST, SUITE 501 , SEATTLE, WA 98133 Phone: 206 -361 -1358 Contractor: Name: WIG PROPERTIES LLC -SS Address: 4811 134TH PL SE , BELLEVUE WA 98006 Phone: (425)641 -2044 Contractor License No: WIGPRPL945N3 DEVELOPMENT PERMIT 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 DESCRIPTION OF WORK: INSTALL SIDE DEMISING WALLS ONLY .AND SCISSOR LIFT EXTERIOR TO LOADING. doc: IBC-10 /06 * *continued on next page ** Permit Number: D07 -130 Issue Date: 05/30/2007 Permit Expires On: 11/26/2007 Expiration Date: 08/23/2008 Value of Construction: $25,000.00 Fees Collected: $804.72 Type of Fire Protection: SPRI KLERS /AFA International Building Code Edition: 2003 Type of Construction: VB Occupancy per IBC: 0019 D07 -130 Printed: 05-30 -2007 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N City o> 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 Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Thee: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Thee: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N Permit Center Authorized Signature: Print Name: doc: IBC-10/06 Permit Number: D07 -130 Issue Date: 05/30/2007 Permit Expires On: 11/26/2007 Date: S - 0 - 7 I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit. Signature: Date: 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 -130 Printed: 05-30 -2007 Parcel No.: 2623049081 Address: 17100 SOUTHCENTER PY TUKW Suite No: Tenant: DSW SHOES 1: ** *BUILDING DEPARTMENT CONDITIONS * ** doc: Cond -10/06 sew 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 PERMIT CONDITIONS 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: 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. 6: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 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. * *continued on next page ** Permit Number: D07 -130 Status: ISSUED Applied Date: 04/10/2007 Issue Date: 05/30/2007 D07 -130 Printed: 05-30 -2007 City of Tukwila Print Name: 1--111 e . doc: Cond -10/06 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. Signature: Date: D07 - 130 Printed: 05-30 -2007 Name: CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http: //www. ci. iukw ila. wa. us Site Address: \1 1 60 Tenant Name: P S W kV AS Contact Person: 1 CZA C - KOC-H- Q:Upplications\Fonns- Appliatons On Iina3- 2006 - Pemtit Applicaiion.doc Revised: 9-2006 bh 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 ** Property Owners Name: W61 f 0 i fl -S . LL C ' E -Mail Address: -I C Q- ''a dr 8 . GCry King Co Assessor's Tax No.: 2 (.02-'3 04908 0 , i 17 SOUTH C. .N' '--'4 11421e44 ANY Suite Number: 12 Floor: 1- Mailing Address: 4 t 1 1' ?L SE- , C3ELL -V U , 14A City New Tenant: E. Yes ❑..No °) $000p State Zip r.iZIG Y.oe-A, ONV...T1. -V-S PORLNerV--clUe-ALDay Telephone: 20(-0 '62I 1 S 6 Mailing Address: 2k O 11. (O1 ' ST S-c . c).1 Sv.A.cr 1-- , WA- ">2)1 5'3 City State Zip E -Mail Address: V-'121 C- ?S-a3 1. con-, Fax Number: 2 0 te Seal l 4-(i7 GENERAL CO CTO ° INF O . RMA , TION . (Contractor Into rmatwn for (pg 4j for �trmbm and Gas Piping (P Company Name: 'Cb 1 T 1: Mailing Address: City Contact Person: Day Telephone: E - Mail Address: Fax Number: Contractor Registration Number: Expiration Date: All plans 7mast b et Arcbltec Recor Company Name: frcitZTl4'I:JIZ -S /NZ CH 9V tCc.N 6.v U J - . Mailing Address: 2-1 . 7O M . 1 01 S'C- S'tV. ' Ol SE - LE , 1.-1 ° 1 $1 3 '' Zip Day Telephone: 20Ce ( " E' A Fax Number: 2 oce 1 I k(o7 City ENGINE ns miis t b we stam eer. o Company Name: Mailing Address: City Contact Person: Day Telephone: E -Mail Address: Fax Number: State State State Zip Zip Page 1 of 6 BUILDING PERMIT INFORMATI 6 Valuation of Project (contractor's bid price): $ 2..5 000 QQ Scope of Work (please provide detailed information): i1 S' t --t..- S 1 17M t S I M 4 IA AO_L-S CA -1 .4 N 9 SC (SS alit Lt'F`r W -t o ` vo LOA '7! KLI Will there be new rack storage? ❑ Yes Existing Building Valuation: $ 2 * 3 'HILL 2.. No If yes, a separate permit and plan submittal will be required. e MI Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) 'For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of 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. Q: Applications\Fomts- Applications On lined- 2006 - Penult Applic tiondoe Revised: 9 -2006 bh Page 2 of 6 In tenoz Remodel . itionf Add to E n xi sti Stnicture ,, .: New ,., = Type of Construction per IBC Type Lx ` Occupancy p er � . =:1BC k# Floor Y S . 9.4 171, 600 0 5 14/#, £ttM) 2° F loor s '. -�"y S 2t TS 3` Floor 7�j�� B asement -, -- -- h AceeSSOrryy'Sfruehret = . Attached G hK taeli Gasp s 1 ' 41. Capc2 104 :C =''. C overed heck 3 U ncove r ed Deck "'t BUILDING PERMIT INFORMATI 6 Valuation of Project (contractor's bid price): $ 2..5 000 QQ Scope of Work (please provide detailed information): i1 S' t --t..- S 1 17M t S I M 4 IA AO_L-S CA -1 .4 N 9 SC (SS alit Lt'F`r W -t o ` vo LOA '7! KLI Will there be new rack storage? ❑ Yes Existing Building Valuation: $ 2 * 3 'HILL 2.. No If yes, a separate permit and plan submittal will be required. e MI Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) 'For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of 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. Q: Applications\Fomts- Applications On lined- 2006 - Penult Applic tiondoe Revised: 9 -2006 bh Page 2 of 6 RNIIT APP LICATION NO TE hcable to all perinits in this a pphcahon Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 Intemational 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 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: Print Name: K-OL(4 Mailing Address: 21 SO ti . k 01 441 Se. S Date Application Expires: I Date Application Accepted: v l l 04- Q: ApplicationsTorms- Applications On linM2- 2006 - Permit Application.doc Revised 9 -2006 bh City Date: Day Telephone: 2062 3(i 1 X35 S SQ ) W Pc 96 153 State Zip Staff Initials: Page 6 of 6 Parcel No.: 2623049081 Permit Number: D07 -130 Address: 17100 SOUTHCENTER PY TUKW Status: APPROVED Suite No: Applied Date: 04/10/2007 Applicant: DSW SHOES Issue Date: Receipt No.: R07 -00973 Initials: WER Payment Date: 05/30/2007 03:44 PM User ID: 1655 Balance: $0.00 Payee: WIG PROPERTIES TRANSACTION LIST: Type Method Description Payment Check 1929 489.48 ACCOUNT ITEM LIST: Description BUILDING - NONRES STATE BUILDING SURCHARGE 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 Amount Account Code Current Pmts 000/322.100 484.98 000/386.904 4.50 Total: $489.48 Payment Amount: $489.48 8716 05/30 9716 TOTAL 489.48 doc: Receiot -06 Printed: 05-30 -2007 City of Tukwila Receipt No.: R07 -00538 Initials: JEM User ID: 1165 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.: 2623049081 Permit Number: D07 -130 Address: 17100 SOUTHCENTER PY TUICW Status: PENDING Suite No: Applied Date: 04/10/2007 Applicant: DSW SHOES Issue Date: Payee: PARTNERS ARCHITECTURAL DESIGN GROUP, INC. TRANSACTION LIST: Type Method Description Amount Payment Check 4295 315.24 ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES Account Code Current Pmts 000/345.830 315.24 Total: $315.24 Payment Amount: $315.24 Payment Date: 04/10/2007 10:20 AM Balance: $489.48 6946 04/10 9716 TOTAL. 315.24 (1nn• RAnpint -06 Printari (14 -1(1 -9007 _ Project: Type of Inspection: Address. 17/(7) 44°1- 1Date Date Called: /).-e, Speciaf Inttructions: - Wanted: 4 a.m. Requester: Phone No: INSPECTION RECORD Retain a copy with permit /J INSPECTION NO. • PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 1 6300 Southcenter Blvd., #100, Tukwila, WA 98188 206 431- Approved per applicable codes. EJ Corrections required prior to approval. COMMENTS: $58.00 REINSPECTION E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite Call the schedule reinspection. 'Receipt No.: 'Date: I 0 I PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: /79 5, Address Special Instructions: Type of Inspec ' n: Date Called: Date Wanted9 /,57 Requester: Phone No: COMMENTS: ' 5 i , • <, ( o 1r � A' 12-7Ci (_ fd 4-K.' t�/lr >�• ) S Qk El Approved per applicable codes. Date: 72 \ 7- 3-07 $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: 1 4.� • INSPECTION RECORD Retain a copy with permit O Corrections required prior to approval. Project:) � ` � Type of �Inspection // /�L/.1�7f t� Address: / 7/02 � -G- A, Date Called: Special Instructions: - _ / t5ate Wanted: _._, m. Requester. Phone N ,� /) - ! J / 2 /(7 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 g r . Corrections required prior to approval. COMMENTS: I lnspec l Gi !� (Date: I 7- % '' �� El $58.00 REINS ION FEE REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: 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 1 Glazing 7391.0 - 33974.0 X 100 = 21.8% Concrete/Masonry Option 0 yes Check here if using this option and if project meets all requirements for the Concrete/Masonry no Option. See Decision Flowchart (over) for qualifications. Enter requirements for each qualifying assembly below. Envelope Requirements (enter values as applicable) Fully heated/cooled space Min' um Insulation R- values Roofs Over Attic Date 4/9/2007 N/A All Other Roofs 30.0 Opaque Walls 11. Below Grade Walls Freiheit and Ho Architects, Inc., P.B. N/A Floors Over Unconditioned Space Applicant Address: 10230 NE Points Drive, Suite 300, Kirkland, WA 98033 N/A Slabs -on -Grade r,. 10.0 Radiant Floors N/A Maximum U- factors Opaque Doors 0. 600 Vertical Glazing 0. 600 Overhead Glazing N/A Maximum SHGC (or SC) VerticalOverhead Glazing I 0.450 Project Info Project Address Building N, South Center Square Date 4/9/2007 Tukwila, WA For Building Department Use Applicant Name: Freiheit and Ho Architects, Inc., P.B. `, Pem�lit No. Applicant Address: 10230 NE Points Drive, Suite 300, Kirkland, WA 98033 Applicant Phone: 425.827.2100 r,. 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 0 Prescriptive ❑ Component Performance (See Decision Flowchart (over) for qualifications) ❑ Systems Analysis Semi- heated space Minimum Insulation R- values Roofs Over Semi- Heated Spaces I N /A 1. Assemblies with metal framing must comply with overall U- factors 2. Refer to Section 1310 for qualifications and requirements Notes: 2004 Washin ton State Nonresidential Ener Code Com • liance Form Revised May 2005 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 t 9.0 Btu/ft °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) U- factor 1 • • - ■r APPROVED L.4, ►CMIL_ Al i ► *z 4. - ft• RECEIVED crry OF TUKWI.LA APR 10 2007 PERMIT CENTEJ pc4H 004 Washin ton State Nonresidential Ener Code Com • Hance Form • Envelope Summary (back) • Climate Zone 1 ENV -SUM 2004 Washington State Nonresidential Energy Code Compliance Forms Decision Flowchart for Prescriptive Option Use this flowchart to determine if project qualifies for the optional Prescriptive Option. If not, either the Component Performance or Systems Analysis Options must be used. 1302 Space Heat Type: For the purpose of determining building envelope requirements, the following two categories comprise all space heating types: Other. All other space heating systems including gas, solid fuel, oil, and propane space heating systems and those systems listed in the exception to electric resistance. (continued at right) Assembly Description All Insulation Installed? Below Grd Wall (ext) Below Grd Wall (oth) Roof Over Attic All Other Roof Raised Floor Slab -On -Grade Radiant Floor Opaque Door R -10 R -19 R -30 R -21 R -19 R -10 R -10 U-0.60 V' Yes T Mass Wall Insulation Req Mass Wall U0.15/R5.7ci CMU Block Ins. Cores Wood Frame R19 Metal Framed R19 Concrete/Masonry Option* Yes es 1 Glazing Criteria Met? Glazing Vert OH Area % UVaI UVaI SHGC 0-30% 0.55 0.70 0.45 30-45% 0.45 0.60 0.40 >45% Not Allowed Yes Assy.Tag HC"" Electric Resistance: Space heating systems which use electric resistance elements as the primary heating system including baseboard, radiant, and forced air units where the total electric resistance heat capacity exceeds 1.0 W/ft of the gross conditioned floor area. Exception: Heat pumps and terminal electric resistance heating in variable air volume distribution systems. Glazing Cnteria Met? Glazing Vert OH Area % UVaI UVaI SHGC 0-30% 0.40 0.60 0.40 >30 Not Allowed Prescriptive 4 Yjs Path Allowed Component Performance or Systems Analysis Required Totals Wall Heat Capacity (HC) S All Insulation Installed? Below Grd Wall (ext) Below Grd Wall (oth) Roof Over Attic All Other Roof Raised Floor Slab -On -Grade Radiant Floor Opaque Door Wood R -10 R -19 R -38 R -30 R -30 R -10 R -10 U-0.60 Metal R -10 U -0.062 U -0.031 U -0.034 U -0.029 R -10 R -10 U -0,60 Area (sf) Area weighted HC: divide total of (HC x area) by Total Area Mass Wall Insulation Req Mass Wall U0.15/R5.7ci CMU Block Ins. Cores Wood Frame R19 Metal Framed U0.062 HC x Area Revised May 2005 "If the area weighted heat capacity (HC) of the total above grade wall is a minimum of 9.0, the Concrete Masonry Option may be used. 'Tor framed walls, assume HC =1.0 unless calculations are provided; for all other walls, use Section 1009. Project Address Building N, South. Center Square Date 4/9/2007 Space Heat Type 0 Electric resistance 0 All other For Building Department Use Glazing Area as % gross exterior wall area 21.8% Prop. I 45.0% Max.Target Concrete/Masonry Option 0 Yes Q 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) 6u!ze1O I I o!WA Storefront Win. & U=0.440 Plan ID Doors s A4.0 /S A4.1 U= Plan ID: U= Plan ID: U= Plan ID: U= Plan ID: U= Plan ID: U= Plan ID: 3252.0 0.440 7391.0 0.550 7391.0 4065.1 Glazing % Electric Resist. Other Heating 0-30% 0.40 0.55 >30 -45% see note above 0.45 Overhead Glazing Over Attics I U= N/A Plan ID NA U= Plan ID NA U= Plan ID NA U= Plan ID NA 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 Plan ID NA U= Plan ID NA U= Plan ID NA U= Plan ID NA 0.700 Opaque Doors U= 0.600 Plan ID service Door s A4.0 /SA4.1 U= Plan ID: U= Plan ID: 151.8 0.600 253.0 0.600 253.0 151.8 Electric Resist. Other Heating 0.60 0.60 ,0 .144V JOAO CIIVIV R= N/A Plan ID: R= Plan ID: R= Plan ID: 0.036 Electric Resist. Other Heating 0.031 0.036 Other Roofs R= 30.0 Plan ID Built up Roof S A5.0 R= Plan ID: R= Plan ID: 0.036 43079.0 1550.8 0.046 43079.0 1981.6 Electric Resist. Other Heating 0.034 0.046 Opaque Walls* R =11.0 Plan ID Conc. Tilt Up S_A5.0 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 26330.0 5002.7 Target Opaque Wall Area (see back) 0.190 26330.0 5002.7 ** ** Electric Resist. Other Heating Frame -Wd 0.062 0.062 Frame -Mtl 0.062 0.109 Mass Wall 0.15 0.15 ++ see mass wall Criteria *uann apeJO uniao 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 PUVJUI JQAO C111111 _1 R= N/A Plan ID: R= Plan ID: R= Plan ID: R= Plan ID: 0.056 Electric Resist. Other Heating 0.029 0.056 JvvW 4uaINaa apei6 .11f1d1al• R = 10.0 Plan ID Unineulated Slab S A5.0 R= Plan ID: R= Plan ID: R= Plan ID: 1703.8 0.730 2334.0 0.540 2334.0 1260.4 Electric Resist. Other Heating F =0.54 F =0.54 (see Table 13 -1 for radiant floor values) For CMU walls, indicate core insulation material. Totals' 79387.0 11661.2 Totals' 79387.0 12461.5 2004 Washington State Nonresidential Energy Code Compliance Forms To comply: 2004 Washin ton State Nonresidential Ener Code Com.liance Form Envelope UA Calculations Climate Zonel ENV -UA Revised May 2005 1) Proposed Total UA shall not exceed Target Total UA. 2) Proposed Total Area shall equal Target Total Area. 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 VG= 7391.0 IOG= IOG= 43079.0 *Note: Manufacturers SC may be used in lieu of SHGC. 26330.0 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 suge O ID: Storefront Windows & Doors E ID: ID: ID: ID: ID: 0.370 7391.0 2734.7 0.450 7391.0 3326.0 Glazing % Electric Resist. Other Heating 0-30% 0.4 0.45 >30 -45% not allowed 0.4 *Note: Manufacturers SC may be used in lieu of SHGC. Totals 7391.0 2734.7 Totals! 7391.0 3326.0 a 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 If the total amount of glazing area as a % of gross exterior wall area (calculated on ENV -SUM1) exceeds the maximum allowed in Table 13 -1, then this calculation must be submitted Use the resulting areas in the Target UA and SHGC calculations above. Glazing Area Opaque Area Gross Exterior Wall Area 33974.0 I X 45.0% I - 1 100 I= 1 15288.3 I 15288.3 I Roofs over Attics Other Roofs Walls' 2004 Washin ton State Nonresidential Ener Code Com a Iiance t Proposed Areas: Numbered values are used in calculations below. Roofs over Attics Other Roofs Walls Max Glazing Area (Table 13 -1) Target OG Area in Roofs over Attics lesser 15288.3 Max OG Remaining I 15288.3 I Maximum Target Glazing Area Target OG Area In Other Roofs lesser 15288.3 Proposed OG Area Target OG Area 4 Target VG Area I 7391.0 I Target Opaque Area 43079.0 Proposed Opaque Area Proposed VG Area Target VG Area Target Opaque Area I 26330.0 I+ I 7391.0 I— I 7391.0 I= I 26330.0 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. 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. Revised May 2005 Note: OG = overhead glazing VG = vertical glazing For Target OG's, the lesser values are used both here and below. I Target Areas OK I Ken Nelsen City of Tukwila Department of Community Development 6300 Southcenter Blvd Suite 100 Tukwila, WA 98188 RE: DSW Shoes — 17100 Southcenter Parkway Dear Ken, RECEIVE MAY 15 2001 DEVELOPMENT T We have received your comment letter dated May 2, and have made modifications to our plans accordingly. Below please find the comment, and our response below. 1. The plans must detail the extent of required wall insulation required to comply with Washington State Energy Code Chapter 13. Also detail on the plans any framing construction required to accommodate the insulation or tenant wall fmishes. Revise the floor and provide detail as applicable. We have updated the floor plan to show additional wall furring tags along the rear of the store. Three new section drawings have been added to a new sheet A6.1 showing the extent of the furring and insulation. The Elevation drawing A5.1 has been updated to show the wall section mark We updated the cover sheet to show the new page numbers. All changes have been clouded for your review. Please do not hesitate to call with any questions. Sincerely, Partners Architectural Design Group, Inc. Eric E. Koch Principal encl. (4) sets cc: 2150 NORTH 107TH ST. SUITE 501 SEATTLE, WA 98133 FAX 206 361 1467 206 361 1358 May 2, 2007 Eric Koch Partners Architectural Group Inc. 2150 N 107 St, Ste 501 Seattle, WA 98133 Cizy of Tukwila Department of Community Development Steve Lancaster, Director RE: CORRECTION LETTER #1 Development Permit Application Number D07 -130 DSW Shoes —17100 Southcenter Py Dear Mr. Koch, 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, Planning, and Public Works Departments have no comments. Building Department: Ken Nelsen at 206 431 -3677, if you have questions regarding 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 through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3760. Sincerel encl File No. D07 -130 A4 arshall chnician P:VenniferCCorrection Letters \2007\D07 -130 Correction Ltr #1.DOC 1e Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Building Division Review Memo Date: May 1, 2007 Project Name: DSW Shoes, permit application Application #: D07 -130 Plan Reviewer: Ken Nelsen, Senior Plans Examiner No further comments at this time. Tukwila Building Division Ken Nelsen, Sr. Plan Examiner To follow -up the initial plan review and the discussions at our May 1 weekly project meeting, it was noted that additional detail will be required on the plans. Please address the following comment with revised plans and /or other applicable documentation. 1. The plans must detail the extent of required wall insulation required to comply with Washington State Energy Code Chapter 13. Also detail on the plans any framing construction required to accommodate the insulation or tenant wall finishes. Revise the floor and provide detail as applicable. DEPAA : � ME T BuiFdng i ision Public Works ❑ Complete Comments: Documents/routing slip.doc 2 -28 -02 ..HERMIT COORD COPY `- PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D07 -130 DATE: 05 -15 -07 PROJECT NAME: DSW SHOES SITE ADDRESS: 17100 SOUTHCENTER PY Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # After Permit Issued Fire Prevention Structural DETERMINATIQN OF COMPLETENESS: (Tues., Thurs.) Incomplete Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROU ING: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: ❑ Permit Coordinator DUE DATE: 05-1 7-07 Not Applicable ❑ No further Review Required DATE: Planning Division DUE DATE: 06-14-07 Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D07 -130 DATE: 4 -10 -07 PROJECT NAME: DSW SHOES SITE ADDRESS: 17100 SOUTHCENTER PY, SUITE 128 X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # before Permit Issued DEPARTMENTS: ing „��i BuiI `b ivision t ?fig Wgrks � Ai DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete ru► � PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP 511 ii14, 44- Fire Prevention Structural Incomplete ❑ rntP f f 4 6%01 Planning Division PI_ Permit Coordinator ❑ DUE DATE: 4 -12 -07 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 RO TING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: DUE DATE: 5-10-07 APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditioner Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: X71 Departments issued issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: 2 -28-02 City of Tukwila Project Name: DSW Shoes Contact Person: KD 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 RSMVED MAY 15 2007 DEVELOPMENT C Steven M. Mullet, Mayor Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 5-15 -67 Plan Check/Permit Number: D07 -130 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Address: 17100 Southcenter Py Phone Number: 'ZOC' 3C i 13o Summary of Revision: , - '97 $ To G t_ ty121 LL )24-1 NG, I N S'7Lt_.C\7 Ok)9E Th S SGOp� DC 140 12-14. 51 er A 62. />s- 79 H L4 Act, L. C-c—1 S w t-� - \ 014 ¶ LOG p \applications\forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: Sheet Number(s):0 A1— • 1 ,t t.1 (i i j "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 License Information License WIGPRPL945N3 Licensee Name WIG PROPERTIES LLC -SS Licensee Type CONSTRUCTION CONTRACTOR UBI 602392950 Ind. Ins. Account Id PARTNER/MEMBER Business Type LIMITED LIABILITY COMPANY Address 1 4811 134TH PL SE Address 2 City BELLEVUE County KING State WA Zip 98006 Phone 4256412044 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 8/23/2006 Expiration Date 8/23/2008 Suspend Date Separation Date Parent Company Previous License SEATADC016JH Next License Associated License Business Owner Information Name Role Effective Date Expiration Date WIG, MANMOHAN K PARTNER/MEMBER 08/23/2006 WIG, PRISCILLA P PARTNER/MEMBER 08/23/2006 Look Up a Contractor, Electrician or Plumber License Detail Page 1 of 2 Nftiv Washington State Department of Labor and Industries General/Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. TRAVELERS Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date https: // fortress .wa.gov /lni/bbip /printer.aspx ?License= WIGPRPL945N3 05/30/2007 I JOB NO: 06-127 CHECK: T8 I DRAWN: EEK I REV. DATE DESCRIPTION TENANT 8G U.4}E FOOTAGE: SUITE 128 nem0 SF. CODE FOR CODE COMPIIANI' BUILDING SQUARE FOOTAGEs APPROVED BUILD I G 'N' 43)344 S.F. yo. MAY 2 1 2 r ACCESSOR9 PARCEL NUMBERS 2623049080 f Ot' 26230490M ty Of Tuhvi!a 2623049111 BUILDING DIVISION i DESCRIPTION OF WORK: CONSTRUCT NEW DEMISING WALL FOR TENANT. A»• b F §, u , , i �— 4/1/01 PERMIT BUDMITTAL A D/16 /m9 PERMIT COMMENTS - 0 d I 14 p iiii t TT �1 q 14, , � h II ! t ii i • Iii 1 A i I I401a1 4 v .1 shill Ili i q 4 7 Ia w i ��; `• ! 1 ��I�asl 1 4 pli 1 1 v j p V 1 ,i 1 4i � 1 r % r 1 I x v q q Iti 1 1 a >� t. g4� c Po I E ZINq , pax c i 4 A y;r pig a i x Iq 1/ S 113 k . — - 15 - D G � Pfa`RovAL _ft J E —r TO 5 1/ 1 g 1 C2NA_A,1 Afl 1ZJ T I ON 3 4A • • w • • 1 L111111 s pA iA Ii iiq;i �s i� V1 Iloilo 9 t !i. 0; tid i � � F� 5 i �° Hf pi � i i fil i g R � ' p 12' ii liwIl iI � { �b e Pi �� ' ii i $��A EA I!!diI 1 1 1 1 1; 1 E pi 4 J p 10111! g ig 4 i I Ril i i 4 1 il 1 I I it; Y Iii :; 1 9 �S1S1 b B Ii i i ii IP 1 C1 6 p 1 0 i 1 0 1 i 4 12 1 i li t I 1 I g i Of 11 hr gi 30 i I I I !milli I 1 li i i i h 0, 110 0, 1 i 11 1 111 ' 1 IR ° 1 1 Ito 8 I 1 0 • Ppilf0 0 .411 "" AO „ I COV 101 , 4 $3•A' f+11LL g g 1 !I " 1 MP" se^ onmliP WiliPm 1 411118" "Iiii 1191111 1111111111111111 11111111111f111 m $m ml Olgilom Apl Avow 41 1$$$PTI011ir q011111 Ill 111 1 11111111 1 1 1 1 1 4 F 1 4 1 3 6 g 0440 Pr 39 A D5w 5 0E5 SOUTHCENTER sauARE MCC SOUTI—ICENTER PAIR<WAY SUITE 128 TUIGUJ 11.,4, WASHINGTON PORE WIG PROPERTIES L SS COVER S1 --BEET 111111P NM 01111111 111111 1 11111! 1 1 " m' 1 e ==< GI) �.Q /r w N N . _ 1111 _ . 1111. z sexy s815 , -1 m S SAW acs • . - • MOow►Nhi_W 1' r C� w ti r „ V is ; 6 Egit kAt'..4 1:'1 tl 1! e h•ii.'ti '• •.� if r Cni 1 L-Lu P artners Architectural Design Group, Inc. 21$0North f07M1Sf SWhS01 ha* WA 98133 Phona106461.1$ Far.206061.1167 17100 SOUTHCENTER PA\RK \NAY SUITE 128 Pfd (425) 14T -e540 FAX MS) 863 -8648 E-MAIL: •TAEt CONTACT: PION WIG ARCHITECT / FLANM PARTNERS ARCHITECTURAL DESIGN GROIN I CO TENANT 8G U.4}E FOOTAGE: SUITE 128 nem0 SF. CODE FOR CODE COMPIIANI' BUILDING SQUARE FOOTAGEs APPROVED BUILD I G 'N' 43)344 S.F. yo. MAY 2 1 2 r ACCESSOR9 PARCEL NUMBERS 2623049080 f Ot' 26230490M ty Of Tuhvi!a 2623049111 BUILDING DIVISION i DESCRIPTION OF WORK: CONSTRUCT NEW DEMISING WALL FOR TENANT. A»• b F §, u , , i �— 1). ('� ` / i i 0 d I 14 p iiii t TT �1 q 14, , � h II ! t ii i • Iii 1 A i I I401a1 4 v .1 shill Ili i q 4 7 Ia w i ��; `• ! 1 ��I�asl 1 4 pli 1 1 v j p V 1 ,i 1 4i � 1 r % r 1 I x v q q Iti 1 1 a >� t. g4� c Po I E ZINq , pax c i 4 A y;r pig a i x Iq 1/ S 113 k . — n I��� 1 C) � X > u rs 4C•5 !".1 () ;4j 0 1.1 4 II J"I ( �C 11 : •i,1 rrl r 1 m • V TL ry id l ifiEl + , �/ > 4A • • w • • 1 L111111 s pA iA Ii iiq;i �s i� V1 Iloilo 9 t !i. 0; tid i � � F� 5 i �° Hf pi � i i fil i g R � ' p 12' ii liwIl iI � { �b e Pi �� ' ii i $��A EA I!!diI 1 1 1 1 1; 1 E pi 4 J p 10111! g ig 4 i I Ril i i 4 1 il 1 I I it; Y Iii :; 1 9 �S1S1 b B Ii i i ii IP 1 C1 6 p 1 0 i 1 0 1 i 4 12 1 i li t I 1 I g i Of 11 hr gi 30 i I I I !milli I 1 li i i i h 0, 110 0, 1 i 11 1 111 ' 1 IR ° 1 1 Ito 8 I 1 0 • Ppilf0 0 .411 "" AO „ I COV 101 , 4 $3•A' f+11LL g g 1 !I " 1 MP" se^ onmliP WiliPm 1 411118" "Iiii 1191111 1111111111111111 11111111111f111 m $m ml Olgilom Apl Avow 41 1$$$PTI011ir q011111 Ill 111 1 11111111 1 1 1 1 1 4 F 1 4 1 3 6 g 0440 Pr 39 A D5w 5 0E5 SOUTHCENTER sauARE MCC SOUTI—ICENTER PAIR<WAY SUITE 128 TUIGUJ 11.,4, WASHINGTON PORE WIG PROPERTIES L SS COVER S1 --BEET 111111P NM 01111111 111111 1 11111! 1 1 " m' 1 e ==< GI) �.Q /r w N N . _ 1111 _ . 1111. z sexy s815 , -1 m S SAW acs • . - • MOow►Nhi_W 1' r C� w ti r „ V is ; 6 Egit kAt'..4 1:'1 tl 1! e h•ii.'ti '• •.� if r Cni 1 L-Lu P artners Architectural Design Group, Inc. 21$0North f07M1Sf SWhS01 ha* WA 98133 Phona106461.1$ Far.206061.1167 17100 SOUTHCENTER PA\RK \NAY SUITE 128 NOIldIaOS30 I 1 e.NEWWO lira's° 1 -qv _ ''1 - i= - rAcat Vtvionne Q.. i 31b'0 •A3a DRAWN: MM CHECK: EEK .Roe No- 106 — ✓.1 art - neon b.. zoo I R.I `� ohms F Mtf8ffaM IfBIKt7MEI fl8fflIli ■ .a: mom gin �' / / / / / / / / / / / / / / / / / / / / / //� � i� � � Rte! !��•�� ".V •� ola9 �� 1 �'� �. ■. • �.� + 78 �� ,� 1 0 MUM •f..M.f. a, �� 0 � , iia - . MOM I am airsommounw �� tea.' N 11'7 11 i e 11 . =-111 REM a ° MARC r1_0 27-0' 27-0' 27-O• -0' 12'- 015 -OI2' O -O' 27-0' + + 1 r � n ���1� ����� 111111 � 1,1 111 1 JI�lt , I,— � 1 M]��t ��tl �.� . , . , ., 1111111 �11�>/������ � 111141 11.: l � � ...ATRIA! Cl ANTE STA 50 STA 4 4 • • 15 BUIDNG SMACK AREA OF WORK OE ICANON 54400 WIG BOULEVARD • 56400 57. t• WIG BOULEVARD 6'-0 PROPQSED SKIM DOSING PROPERTY IRE '-6'PROPOSED TREE P w r NEW PROPERTY LNE SCALE r. c- 59.00 r 24•-8' TOTAL RAE MICA= ADJACENT SITE PLAN (FOR REFERENCE ONLY) 0=6LAPDSCAPN6 1 641 - 51DENAIK EAST 27- V1RAWL LNE + G - 4'- n AIDSCAPING SOUP AND CURB • 1i 5-0' REQUIRED BURNS SEISMIC 24'-0' STA 63434.92 NORTH ROAD STA 86.57.90 EAST ROAD w 0 2 0 m MING SEMACK 7 1LT oo I,o YANKEE 'A' - d'PROPOSED WSW 'WPROPOSED TREE PITS 0 2 U 00 4=MM O®ICAaON 15 REQ1 D E#1Cp SETBACK tor-Memo stem R CURB 2 =0 D ROM A rLANDSCAPE SW CITY INSTALLED 25 YAW OTYC P: l,A MT i S EU PEkairCE:i TER r 4 z 4 0 1— 0:6 d) ci 111 U ,30.§ _ IL co (NOV Qd)rf- 25 1 st • SHEET: A -0.2 OF: — SHEETS a i DESCRIPTION eirr SUBMITTAL SIN314140D 11141261 ffu__.„ FLOOR/SASE UJALL/UJSCT CE IL INCA 1 11 s) i i 11 3J.VO READY FOR PAINT I LOM/S 1 L0/ 2 SHEET VINYL 1=3 TAPED TEXTURED 4 PAINTED up 5811 - GLOSS PAINT 2 C219.441 'ASN WA PLASTIC LAMINATE 3 cARSmT C FIRE TAPED 3 TAPED, SMOOTH 4 READY FOR PANT DRAWN: MM CHECK: EEK JOB NO: 06: -055.1 ROOM F I N I Sf'-4 SC14E1ULE ffu__.„ FLOOR/SASE UJALL/UJSCT CE IL INCA 1 £° CONCRETE A READY FOR PAINT 1 2x4 SUSP. AC.T. 2 SHEET VINYL 1=3 TAPED TEXTURED 4 PAINTED up 5811 - GLOSS PAINT 2 2x4 asp. ACT. WITH PLASTIC COATED TILES SEE SPEC. b' VINYL BASE WA PLASTIC LAMINATE 3 cARSmT C FIRE TAPED 3 TAPED, SMOOTH 4 READY FOR PANT 4 OPEN ABOVE • NO. MARK MARK A (EXIST) B (EXIST) IZE /TI-1K PR 3'- 0X1' -0 3 0'kl' -0' NARROW STYLE 1 DOO CWEULE Q.. 1- A 1 4 04 QE ALUM HM MOD TEI•P PANT 4 Eiu 1�1 z — ALM - 1411. RIEMARKes 1. PROVIDE DECAL SIGN WITH 1' 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 COLUMN DETAIL SCALE: 3' =1' -0' 06055.01101 MOD PANT 4 a DETAIL Q SCALE 1!2'•T -0r 1 4) Fr • FACTORY F1NmsH St:V V S.G• SENI- GLOSS ANOD. FACTORY ANODE REMARKS 1 EXIST. PR V4' =1' -0' WALL SECTION WALL TYPES SCALE 1'.1' -0' SEE FNISH SCHEME FOR ALL FINISHES EXTEND TO ROOF FRAMNG EXTEND TO ROOF FRAMNG EXTB4D TO ROOF FRAMING WALL SECTION SCALE V '.r-0' 4),,,, ,... ,.... , ,,�� , ,, ll1111 Ill r1=-Fii ilium . 1'1:71,„7.,_:,. 1 � , � ,��������� � 1 a 1 EllRnlll i 4 ��� 01,•., . kt,1 1111 �� ! .�-,. i 1111k1• ' sus j. � I �. � ,t0 ,, 111 il !I �'a������. ..� ��j iiiL. X11 [.,0 1.,•: .1�s �# 1 • ii minim • - — 1 l -1111111 MI " D _ • 41 o :i v_ • 21 -0' 1 -2 4 -r • EXHAUST FAN VENT T'HRI RCXF LEAVE POR'TICN OF SLAB OUT VENT PIPE TRW ROOF • SALES AREA 128 IC4 157' 4" 465 -3 1/4 i 1 • t • I ' - — Doi- 130 BOLLARDS HOSE BB SEWED FOR If CODE COMPLIANCE/ APPRO MAY 2 4 1C1, Y Of Tu taa It I ING 0114s , ant P_ viv "w 15 nu olit r-; I B CR O F.F. W d *r aft. _O 03 I O ft V a a uI 1- 3 I) }- 4 ili � 4 0 � zz u 4 to inlet E- 1! Q-. o z S 1110 � ty « i—:3 ge 3U- SHEE s A-2.1 OF: SHEETS 1 ',14 " "' AI.IPLIA 1 DESCRIPTION 1 1 1V.1.1I W01Q 11 Wal alai 1 81NIWW00 1114109a1 1 7111 Ae "b lei -P I V 4 -V 9 81ba i ly 1 �naa i lI MP'1 DRAWN: CHECK: EEK JOB NO: 06 -055.1 SCISSOR LET ORDERNGs INFO NORTI4IEST HANDLING SYSTEMS MSS STUEFLOTEN CONTRACTOR MANAGER 1100 SW 7TH STREET RENTON, ILIA 98055 (425) 255 -0500 / FAX. (425) 228 -6946 EMAIL. RUSSS�Nl1FN S.Cal 1 11■ ■•1 BSI 1S1 tee 111 BSI 1S1 Ilse 111 BSI ■f ■ 111 1•■ INS 1S1 111 tee • SCISSOR LIFT PLAN SCALE: VC= T - • SCALE 1/8' •1' -0' 06055.0T -SO4 EXTERIOR OR ELEv,AT I Old - DSUJ IDCPANSION JOINT FLOOR DRAM - TE INTO STORM SYSTEM T-6* EXPANSION JoNT s i "/ SLOPE V4' JIL 8' -5' 3')c3 CURB Al•SLE (TYP) . - = - -t j- -Jl 9'-8 CONCRETE e' CONCRETE SLAB BY SDtBUALK '4 • 12' OI:. EACH WAY 6' -r I SLOFE V4'IFT 3•c35W1/4' CURB AMLE (TYP) FLOOR DRAW - TE NTO STc 1 SYSTRI r -b• / V / ASPHALT PAVING SCISSOR LIFT SECTION r-6• e• C.CNCRETE Ws • 12' OLD. EACH i4T CCHCRErE COPCMTE SCISSOR LIFT SECTION ON r -3' SCALE: 1/2 `= I' -0' 06055 .01'102 EXPANSICH JOiNT SCALE: V2' =i' -0' 06055.01103 R -1 HATT II5I1_ IW VAPOR BARRJEER 5/5' TYPE x GSM VW NAT CNANlELs • i6• OTC. NORfZCNTAL 25 GAUGE 2 1R' PETAL STUDS AT 16' or INFILL DETAIL SCALE: I/2' = i' -0' TILT -IP CONC. PANEL PER STRICT. BACKER ROD, SEALANT, J-MOLD STUCCO OVER PETM LATH . DENS-GLASS GOLD BOARD 6' METAL STUD • 1 REVIEW-E57314 _. .. CODE COMPLIANCE ; APPROVED MAY 2 t 207 _ .. City Of Tukvala BU ILDING DNVSEOp DO} 130 Ore T h K.A MY 15 (4 C aft. 11) I *No 4 liftwa ) 4 z tY 1 7: v I 4 ��- U1 1- X39 2rno4 wry 0 r i to 09-v x Ad)r1. W SHEE A -5.1 MEP SHEETS 1 • SUITE 12S i JOB NO: 06 -055.1 I ' CHECK: EEK I I DRAWN: 1" 0" 1 1 REV. DATE DESCRIPTION ' 1 4/S/ ®1 PERMIT SUBMITTAL 5/I1>/m1 PERMIT COMMENTS T8st Ardli_0 - PWQr sUILmINCs E[1' APPROVAL Z.=.0 1 ' 1& L .- s AY I A.1=4EZI T 1 'Ne • • • • • n n z 4 0 0 . 4 40.44 041 44m. Q' ••111• ••111 •I 1 I • :1 : 1 11,1 I.• . 1 111• 1 '1 . 1 1. •,1 • 1i • 1 1 I . • 1 •1 111. I 1 . I X1 • 1 • • • 1. • •4 q 6 0 • • • 4' »4 . 614 • M•• 4.4 040 4, 0 4 4 :;g4 b "'X Vs4 "' 95 PSw SHOES BOUT- CENTER SQU,41RE 1'1100 SOUTI-10ENTE R PARKWAY SUITE 12 S TU WIL.A, WA INGTON moms WIQe PROPERTIES L.L.G. SS WALL SECTIONS •••. •4A I. �.IO C wow 1,2•0 2 / 41 4 OR§i h.! ;ti SX 43 41 sa $ b 4 Partners Architectural Design Group, Inc. VSONoMR IMI & Suits 507 Seeltb, WA 98133 Phone:taa l .i35$ f x:206,1$1.1167 • ABBREVIATIONS A.B. ABV. A.G F.R.T. FT., (') FTG_ FURR_ GA. GAL V. G.C. GL. GND. GR. G.�v.B. a. N.B. I-LC. I.C.E. 14D.KR. HGT. 14.M. 1 �RIZ I-MAC I .G. I."4_, ( NS . ;X51.:_ I JAN JT. KIT_ L. LAN_ -.L.V X. vK, v`f v Z FR SC .0 o u. AND AT ANCHOR P.•OI_7 ABOVE AMERICAN CONCRETE INSTITUTE ACCUS. ACOUSTIC ACT ACOUSTICAL TILE A/C AIR CONDITIONING A.D.A. AMERICAN DISABILITIES ACT ADDL. ADDITIONAL ADJ. ADJUSTABLE A.F.F. ABOVE FINISH FLOOR AGGR. AGGREGATE AL. ALUMINUM ALT. ALTERNATE A.N.S.I. AMERICAN NATIONAL STANDARDS INSTITUTE APPROX. APPROXIMATE ARGN. ARCI-IITECT(URAL) A.S.H.R.A. AMERICAN SOCIETY OF HEATING, REFRIGERATION i AIR CONDITIONING ENGINEERS A.S.T.M. AMERICAN SOCIETY FOR TESTING 4 MATERIALS A.T.M. AU TELLER MACHINE B.U. BOTTOM CF CURB BLDG. BUILDING BLK. BLOCKING) B M. BENCH MARK BM. BEAM B.A. BULL NOSE B.B. BOTTOM OF B.B.C.A. BUILDING OFFICIALS CODE ADMINISTRATORS BOT. BOTTOM BRG. BEARING B.T.U. BRITISH THERMAL UNIT CAB. CABINET C.B. CATCH BASIN G.G. CENTER TO CENTER CENT. CENTER GERM. CERAMIC C.G. CORNER GUARD G.I. CAST IRON C.I.P. CAST IN PLACE CIRC. CIRCUIT G.A. CONTROL. JOINT CLG. CEILING G.L., Fs CENTER LINE CLKG. CAULKING CLR. CLEAR G.M.U. CONCRETE MASONRY UNIT CNTR. COUNTER G.O. CLEAN OUT COL. COLUMN CONC. CONCRETE CONN. CONNECT CONTT. CONSTRUCTION CONT. CONTINUOUS OR CONTINUE CONTR. CONTRACTOR COCRD. COORDINATE CORR. CORRIDOR G.T. CERAMIC TILE D_ DEEP DBL. DOUBLE DEPT. DEPARTMENT D.F. DRINKING FOUNTAIN DIA., O DIAMETER DIAG. DIAGONAL DIM. DIMENSION DN. DOWN CR. DOOR D.S. DOWNSPOUT DTL_ DETAIL DWG. DRAWING(5) DP R. DRAWER EA_ EACH E.G. EXTERIOR GRADE EGB. EDGE BAND E.I.F.5_ EX TERIOR INSULAT(GN FINISH SYSTEM EL.,ELEV. ELEVATION ELEC. ELECTRIC(AL) ENGR. ENGINEER E.P. ELECTRICAL PANEL EQ_ EQUAL EQPT_ EQUIPMENT EVTR. ELEVATOR E.W.C. ELECTRIC 'WATER COOLER EXIST_ EXISTING EXP. EXPANSION EXP.J. EXPANSION JOINT EXPO. EXPOSED EXT. EXTERIOR F.A. FIRE ALARM F.D. FLOOR DRAIN F.DET. FIELD DETERMINE FON. FOUNDATION F.E. FIRE DCTINGUISHER F.E.G. FIRE EXTINGUISHER CABINET FIN. FINISH(ED) FIXT- FIXTURE FL. FLOGR(ING) FLUOR. FLUORESCED FR_ FRAME F.R.P. FIBERGLASS REINFORCED PLASTIC FIRE RETARDANT TREATED FEET /FOOT FOOTING FURRED/FURRING G AUG! GALVANIZED GENERAL CONTRACTOR GLASS GROUND GRADE GYPSUM WALL SOAR: Fl :.rs“ SE 5as HAND :CAP CC::PN : BOOTIE HARD :A..OD 1- ARE:AARE I-ZrL O ; :'r.: A_ HOR- ZGNTAL HEAT-1G, VENT :LAT:NG, A R Co N T:GN Nts NO-1 . ,FCR~A T a INSTALL ;ED) INS:i:..AT'N, NSL A T E: .NTER•C2 .>.`' TCR K ITCR-I LONG LA NATE LAVATORY LOCKER LONG LEG t-OR ZONTS_ LeNG LEG VE ?- • NATE.0 �yER CCRNER ,'EC.-LAN CAL "ELZA' NE MANAGER :74N:LFACT►.R =2 , • , AN: -G E - N Y�"T " R CR r' MASONRY C =_N NG .'.._ES PER I -;G,,? "ONTE MUL. N. N.E.C. N.E.M.A. N.F.P A. N.I.G. NO., se NOM. N.T .5. 0/ 0/A O.C. 0.0. OFF. OP.H. OPNG. OPENING OPP. OPPOSITE MULLION NORTH NATIONAL ELECTRIC CODE NATIONAL ELECTRIC MANUFACTURERS ASSOCIATION NATIONAL FIRE PROTECTION ASSOCIATION NOT IN CONTRACT NUMBER NOMINAL NOT TO SCALE OVER OVERALL ON CENTER OUTSIDE DIAMETER OFFICE OPPOSITE NAND 0.5.5. ORIENTED STRAND BOARD P.J. PANEL JOIN r PL., %%153 PLATE P.LAM. PLASTIC LAMINATE PLAS. PLASTER P.L.F. POUNDS PER LINEAR FOOT PLUMB. PLUMBING PLYWD. PLYWOOD PNL. PANEL POL. POLISHED PR. PAIR PROJ. PROJECT P.S.F. POUNDS PER SQUARE FOOT P.S.I. POUNDS PER SQUARE INCH PT. POINT PTD. PAINT(ED) PTN. PARTITION P.TRTD. PRESSURE TREATED Q.T. QUARRY TILE QTY. QUANTITY R. RISE(R) RAD. R.C.P. R.D. REF. REFR. REINF. REM. REQ'D. RESIL. REV. RM. RND. R.0. R.T.U. SAN. S.C. SCN. SECT. S.F. SIT. S.S. STD. STL. STOR. STRL. SUP. SUSP. T. T4G T.B.D. T.G. TEL. TEMP. THK. T.O. T.S. TYP. U.B.C. U.L. .N .0. V.C.T. VERT. V.I.F W. NO W.C. WD. NCB. W.I.I. WT. RADIUS REFLECTED CEILING PLAN ROOF DRAIN REFERENCE REFRIGERATOR REINFORCING, REINFORCEMENT REMOVE(D)(ABLE) REQUIRED RESILIENT REVISION(S), REVISED ROOM ROUND ROUGH OPENING ROOF TOP UNIT SANITARY SOLID CORE SCHEDULE SECTION SQUARE FEET /FOOTAGE SHEET SIM. SIMILAR S.J. SAW JOINT SLD. SUR. SOLID SURFACE SPEC. SPECIFICATION(5) 5Q. SQUARE STAINLESS STEEL STANDARD STEEL STORAGE STRUCTURAL SUPPLIED SUSPENDED TREAD TONGUE E GROOVE TO BE DETERMINED TOP CF CURB TELEPHONE TEMPERED THICK TC1P OF TUBE STEEL TYPICAL UNIFORM BUILDING CODE UNDERWRITERS LABORATORY UNLESS NOTED OTHERWISE VINYL COMPOSITE TILE VERTICAL VERIFY IN FIELD WIDE WITH IAIIT;CUT WATER CLOSET WOOD WOOD BASE WATER HEATER WEIGHT WELDED WIRE FABRIC WELDED WIRE : iESH GENERAL INFORMATION . THIS PROJECT WILL COMPLY WITH ALL AMERICAN WITH DISABILITIES ACT REGULATIONS AND ALL LOCAL ACCESSIBILITY AND ENERGY CODE REQUIREMENTS. 2. THRESHOLDS SHALL BE NO HIGHER THAN 1/2' ABOVE THE TOP OF FINISHED FLOOR, EDGE TO BE BEVELED WITH A SLOPE NO GREATER THAN 1 IN 2. 3. ALONG ACCESSIBLE PATH OF TRAVEL AND AT EMERGENCY EGRESS CONDITIONS, DOOR HARDWARE SHALL BE OF THE LEVER OR PUSH TYPE, MOUNTED 30' TO 44' ABOVE FINISH FLOOR AND OPERABLE WITH A MAXIMUM EFFORT OF 5 LBS FOR INTERIOR DOORS, 8.5 LBS FOR EXTERIOR DOORS. 4. PROVIDE INTERNATIONAL SYMBOL OF ACCESSIBILITY (ISA) SIGNAGE AT 60' ABOVE FINISH FLOOR ON STRIKE SIDE WALL AT ACCESSIBLE FITTING ROOM DOOR(S). SYMBOL SHAPE AND CONTRASTING COLORS SHALL CONFORM WITH ALL LOCAL, STATE ANe: FEDERAL ACCESSIBILITY REQUIREMENTS_ 5. PROVIDE IS' CLEAR SPACE ON STRIKE/PULL SIDE OF DOORS, 12' CLEAR SPACE ON STRIKE/PUSH S.DE OF DOORS. 6. ACCESSIBLE DOORS MUST BE A MINIMUM 3' -O` WIDE X 6' -8 NIGH. 7. PROVIDE ACCESSIBILITY SIGNAGE ON RESTROO1 DOORS TO CONFORM WITH ALL LOCAL, STATE AND FEDERAL ACCESSIBILITY REQUIREMENTS. 8. HOT WATER PIPES AND DRAIN PIPES UNDER LAVATORIES SHALL BE INSULATED AND DAVE CL EAR.^'-; ES TO CONFORM WIT14 ALL LOCAL, STATE AND FEDERAL ACCESSIBILITY AND ENERGY CODE REQUIREMENTS. q. CASH WRAP SHALL CONFORM TO ALL LOCAL, STATE AND FEDERAL ACCESSIBILITY CODE REQUIREMENTS. SEE DETAIL SHEET FOR CLEAR DIMENSIONS AND COUNTER WEIGHTS. 10. G.G. TO PROVIDE PORTABLE FIRE EXTINGUISHERS WITH A RATING OF NOT LESS THAN 2 -A OR 2- A/IOBC WITHIN 75' OF TRAVEL DISTANCE TO ALL PORTIONS OF THE SPACE DURING CONSTRUCTION. PROVIDE FIRE EXTINGUISHER DURING ALL PHASES OF CONSTRUCTION AS REQUIRED BY FIRE DEPARTMENT INSPECTOR_ 11. EVERY EXIT DOOR SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY, TOOL OR SPECIAL KNOWLEDGE CR EFFORT. 12. REFER TO MECHANICAL, PLUMBING, AND ELECTRICAL DOCUMENTS FOR INFORMATION PERTAINING TO THAT SPECIFIC TRADE. FIELD VERIFY AND COORDINATE PLACEMENT OF ALL RESPECTIVE I` /E/P FIXTURES, AND REPORT ANY AND ALL DISCREPANCIES TO THE OWNER PRIOR TO PROCEEDING WITH WORK. ANY WORK TO BE ALTERED AT A RESULT OF UNAUTHORIZED WORK WILL NOT BE REIMBURSED. RSED. 13. SEPARATE DISSIMILAR METALS TO PREVENT CORROSION AS RECOMMENDED BY THE RESPECTIVE PRODUCT MANUFACTURER. 14. CONTRACTOR IS RESPONSIBLE FCR FIELD VERIFYING ALL CONDITIONS BEFORE PROCEEDING WITH ANY WORK. ALL DISCREPANCIES BETWEEN FIELD CONDITIONS AND DRAWINGS SHALL SE REPORTED TO THE ARCHITECT BEFORE PROCEEDING WITH ANY WORK. 15. ALL WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH ALL GOVERNING CODES AND STANDARDS. i6. EAC14 CONTRACTCR 15 RESPONSIBLE FOR THE_ REMOVAL OF THEIR OWN RUBBISH FROM i TI=S PREMISES AS FAST AS IT ACCUMULATES_ 17. CONTRACTOR S-1-ALL COMPLY WITH ALL APPLICABLE LEAD PAINT REGULATIONS_ 18. DO NOT SCALE DRAWINGS. IF DIMENSIONS CANNOT BE OBTAINED BASED ON DRAWING IXFCRMATIGN, CONSULT THE ARCHITECT. ALTERATIONS TO WORK PUT iN PLACE AS A RESULT CF SCALING DRAWINGS WILL NOT BE REIMBURSED_ tq. WHERE DISCREPANC IE5 OCCUR B_ETWE N FLOOR PLAN', DETAILS, AND LARGER SCALE PLANS, CGNS'J_T ARCHITECT FCR CLARIFICATIONS. WW =RE D'SCREPANC'E5 OCCUR eE T W=_EN ARCU!TE CTURAL AND EtiG'`EERING DRAWINGS, CONSULT ARO-I TEC T FCR INTERPRETATIONS. 20. i :MEtS'C 5 CAN Fi.COR PLANS ARE TO FACE OF WALLBOARD ON INTERIOR AND ASONRY ON EX r ER:CR UNLESS NOTED OTHER lSE. 21. PROVIDE BLOCKING :N HALLS FOR ALL WALL I" /JUNTED ITEI :S AS ICENi IRED ON T!4E DR?i: N G5. CONSULT ARCI4I T _ECT FCR ANY CLARIFICATIONS_ 22. =ROAD= ALL T RANS!T :CN STRIPS AND TERN:NAT+GN STRIPS AS REQUIRED AT CHANGE IN FLOOR i`•ATER1A! TO ASSURE 5. -Gori4 TRANSITION CF FI\i51.1L5_ PRGlCE FCR ALL TRANSITIONS AT CENTERLINE OF DOOR X4ENE E.2 F'OSS'BILE UNLESS NOTED C11%-ER :SE 23. DOOR FRAMES S-ALL BE LOCATED 6' FROM AD_ACE T INTERSECTION WALLS, SW sH0Es . STORE # 29336 SOUTH ENTER PARKWAY TUKWILA, WA. REVISIONS 1 NO changes Shat be made to the soot el wait wilhout prior approval of Tukwila Building Division NOTE: Revisions we reglife a new plans; *°-t! ! . end may include addsztonal Ian Te• ew fees 1 SECTION SECTION DETAIL PLAN DETAIL REVISION SYMBOL DOOR IDENTIFIER }WI NDOW IDENTIFIER BEARING/POINT ELEVATION COLUMN CENTER LINE CODED NOTE EQUIPMENT IDENTIFIER CEILING HEIGHT S t FINISI4 SYMBOL ROOM NUMBER ELEVATION 1 EARTH - i STONE MATERIALS 1 GRANULAR FILL CONCRETE (A'E5 s REFER TO .2 T PAI T ION SG4=i7JLE) - :_ - . 'MARBLE SYMBOLS STEEL CR ESA_ F KO' , FNS I IMMO - = . i GLASS all e O X' - X' A.F.F X' -X' A.F.FY DATE WE -g OR 1941-ti (E -EXT., l= INT.) 4 G.H.B. 101 ROM -' 1 WOCTD FRAMING, CONTINUOS -Er-ER WOOD e:_OG <ING, 1 INTERUPTED E;ISEER - t PLYWOOD, EDGE 1 ACO;S T TILE G'r?5I.,`T BOARD I ?ATT - NSULA T 'Ot: - - - _I R G'D - \SUL.A.r ': / _ S. 1 CER.A C T!LE NJTE: '1R £ 3 Si-4,M SBGVE ARE F ; R WALL SEC .OHS A' C.VCAZ ■• SCALE E"A'. S ONLY ! MATER +AL PA ee i E.R`S FCR Sr LL SCALE PLANS AND/OR ELEVAT GNS ` AY VARY. REFER To !N V• ,I:A LEGENOS AND/OR SO.Elitil.ES FCAZ VAR •A T r, S n EGRESS CODE INFORMATION SCOPE OF WORK: TENANT IMPROVEMENT IN NEW SHOPPING CENTER. APPLICABLE CODES: BUILDING CODE: IBC 2003 PLUMBING CODE: UPC 2003 ELECTRICAL CODE: NEC 2005 MECHANICAL CODE: INC 2003 ENERGY CODE: 2003 WASHINGTON STATE ACCESSIBILITY: ADAAG BUILDING DESCRIPTION: USE GROUP: CONSTRUCTION TYPE: FIRE RATINGS: DEMISING WALLS: SALES/NON -SALES WALL: CEILING: COLUMNS: EXIT CORRIDOR: AREA CALCU GROSS AREA: SALES AREA: STOCK AREA: FRONTAGE: OCCUPANCY LOAD: SALES AREA: STOCK AREA TOTAL M I HR. O HR. TYPE 'X' OR CLASS O HR. 1 HR. EXITS REQUIRED: 3 EXITS PROVIDED: 3 REdD PROVIDED QL I I ING FIXTURES- PUBLIC ACCESS NO NO i Irk. 'S RESTROOf1: LAVATORIES: 1 1 WATER CLOSETS: 1 1 URINALS: 1 1 WOMEN'S RESTROO" I: LAVATORIES: f 1 WATER CLOSETS: 2 2 BUILDING: SERVICE SINKS: I I CRINKINNG FOUNTAINS: I ey *' Date: J 6k a? 'A' I EXTER1OR SIGNAGE TO BE SUBMITTED' UNDER SEPERATE COVER ENTIRE AREA OF THE STORE I5 TO RECEIVE AN AUTOMATIC FIRE SPRINKLER SYSTEM AS PER APPROVED FIRE PROTECTION PLANS TO BE SUBMITTED UNDER SEPERATE COVER -ogif Pan revb• e=cv, Is subject to emirs and oRisyordr. `x. G,' Cw.i..j ctocis':ler>;s does not allttlorye Cdr of Tukwila WILDING DIVISION frii 1 .... t.... ,o! Tel: . IN t: DIi cirNi j 4- =') ,: }= `' SHOP DWG SUBMITTAL G.G. IS REQUIRED TO SUBMIT 114E FOLLOWING 5--GP Z RAWiNGS (IF APPLICABLE TO P O.,ECT) TO OfeLNER'S REEPRESENTATlVE t-CR REVIEW AND APPROVAL PRIOR TO FABR!CAT'OH AND INSTALLATION. FILE Pennk No. TTL TITLE SWEET AO.1 RESPONSIBILITY SCHEDULE AO.2 OPEN AO.3 DOOR SCHEDULES 4 DETAILS AI.1 LEASE PLAN A2.1 CONSTRUCTION PLAN A2.2 ENLARGED RESTROOM /LOUNGE 4 ELEVATIONS A3.1 REFLECTED CEILING PLAN A4.1 REFLECTED LIGHTING PLAN A5.1 FINISW PLAN A5.2 FNISN DETAILS A6.1 FIXTURE PLAN A7.1 INTERIOR ELEVATIONS A8.1 STOREFRONT ELEVATION/ STORE SECTION A8.2 STOREFRONT SECTIONS Aq.l OPEN A10 .1 CONSTRUCTION DETAILS A10.2 CONSTRUCTION DETAILS AIO.3 CONSTRUCTION DETAILS AIO.4 CEILING DETAILS A10.5 RESTROOM/MOP CLOSET DETAILS A11.1 SALON FOCAL DETAILS A11.2 FOCAL DETAILS AII.3 OPEN AII.4 EVENING WALL FOCAL DETAILS AII.5 CASWWRAP PANEL DETAILS AII.6 MISCELLANEOUS DETAILS AI1.7 STOCKROOM DETAILS AI2.1 CASHWRAP /SIDEWRAP /PERIMETER CABINETS A5.1 SPECIFICATIONS AS.? SPECIFICATIONS AS.3 SPECIFICATIONS P1.I FLOOR PLAN - PLUMBING P5.1 PLUMBING FIXTURE SCHEDULE 4 PLUMBING RISER 4 STACK DIAGRAMS P6.1 PLUMBING SPECIFICATIONS 141.1 FLOOR/ROOF PLAN - HVAC 145.1 SCHEDULES /DETAILS - 1-11/AC 146.1 SPECIFICATIONS - 14VAC E1.1 LIGHTING PLAN E2.I POWER PLAN E3.1 ELECTRICAL LARGE SCALE PLANS E5.I ELECTRICAL DETAILS E5.2 ELECTRICAL SCHEDULES AND DETAILS E5.3 ELECTRICAL SYMBOLS AND SCHEDULES E5.4 ELECTRICAL DETAILS BUSSTRUT E6 -1 ELECTRICAL SPECIFICATIONS 6.2 ELECTRICAL SPECIFICATIONS PROJECT DIRECTORY Q ' WP v r�� s CSW 810 DS % I RIVE COLU _ U 5. 4321q STORE P INNING CONTACTS: 614 -872 -5 PROJ. - .00RD.: KIM SANKEY »1744 PROJ. MAN.: TOM PANTARZIS DESIKNFR: SARAN BAK -ER =1738 A4? I WIG PR- ,F.RTIES 4811 1 3 4 T -' PLACE S.E. BELLEV.JE, WA 48006 ATTN: MOI WIG / LESITYA WIG TEL: 425- 747 -8560 q T s ' = s. - r 1 I" tionseastortoto t ' stzx 1 D G MALL KEY PLAN LOCATION MAP `y'a. et a lCJ7s=� :ex' t:.+l�'�t"t 3:4 4 ∎NS �!l7Eelf ' Z sSlrsl - T -',. s ' k ' ' I r t l s WNW D5W 17200 S. OUTI4CENTER PARKWAY :sll6 S Asst t * ._ . SOS (Rd i 4 S 7.4 1,1314 s ARCHITECT SHREMSHOCK ARCHITECTS, INC. 6130 5. SUNBURY RD. WESTERVILLE, 014 43081 ATTN: MIKE PHILLIPS T EL: 6 545 -4550 M.E.P. ENGINEER S1- IREMSWOCK ENGINEERING, INC_ 6130 5. SUNBURY ROAD WESTERVILLE, 014 43081 ATTN: REECE PRATHER TEL: 614- 545 -4550 STRUCTURAL ENGINEER N/A D 3 REV'S I SOU %•;CE\ ET E JA"i= i LA.% LA, AA. rE+aa«AS91JRS110 *MOWS %.. rat :'1EtC:►Jpt7- * 7 MANI FOS Jact P 7 0.8:70r1A - 414►sECIFOutri i7?0t=1 VT ?MP titO sMED NOSElt8l SAe forriCiPCtoconos r4 SWIFT So re MAL - wsptawESE Soilv PLCAILe 'Me SM t 0710B, ��\��p�� gy��pp.. , DRAWING NUMBER • • • • • • - MO, a • CITY OF TUKWILA PERMIT CEN[ER REGISTERED I T 4 STATE OF IS T 1 1 1 NOT USED NOT USED NOT USED • • S P HEAD @ ELLIASON DOOR HEAD @ TYP. DOOR NOT USED N JAMB @ TYP. DOOR NOTE: SEE WALL/PARTITION TYPES FOR WALL CONFIGURATION 6' MIN. TO NEAREST WALL DOOR FRAME SCHEDULED DOOR SILENCERS 1 NOTE: SEE WALL/PARTITION TYPES FOR WALL CONFIGURATION JAMB @ ELLIASON DOOR I/2' NOTE: SEE WALL/PARTITION TYPES FOR WALL CONFIGURATION 6' MiN. f ,TO NEAREST WALL, ! MOTE: 1 SEE WALL/PARTITION TYPES FOR WALL I COPIF!GURATK 4 BUILT -UP MTL. STUD LINTEL (2) 6', 18 GA. MTL. STUDS ANCHORED TO DOUBLE JAMB STUDS CASED STL. DOOR FRAME MTL. STUD LINTEL DOOR AS SCHEDULED DOUBLE 18 GA. JAMB STUDS (3) JAMB CLIPS PLUS FLOOR ANCHOR EACH JAMB TRAFFIC DOOR AS SCHEDULED 1/8'x12' TALL STL. PLATE STIFFENER • PIVOT POINT, WELD INSIDE FRAME P BASE - WIDTH TO FIT FRAME CASED STL. DOOR FRAME I/2" MTL. STUD UNTEL - SEE LINTEL SCHEDULE DOOR AS SCHEDULED DOUBLE 18 GA. JAPE STUDS (3) JAM CLIPS PLUS F LLYR ANCHOR EACH JAM DOOR AS SCHEDULM L- DOOR SILENCERS D002 FRAME AS SO4EOULED • 3" =1' -0" 3' =1'-0" M MARK 2 3 4 5 6 7 8 q 2 NOMINAL SIZE WXHXT 3' -0' X 7' -0' (PR) 3' -O' X 7' -0' X 1 -j' 2' -6' X 7' -O' X 1' (PR) 2' -0' X 7' -O' X I -1' 3' -0' X 7' -O' X 1.-1. 3' -O' X 7' -0' X I - I' 3' -0' X 7' -0' x 8' -0' 3 X 3L 4" X I DOOR SCHEDULE DOOR TYPE SINGLE LEAF A 'T' DENOTES TEMPERED GLAZING NOTES- 1 RE: SPECS FOR DOOR SIGNA&E LOCATION STOREFRONT DOCK/SERVICE SALES /STOCK JANITOR CLOSET LOUNGE RESTROOM OFFICE DOCK C6P1PACF6R DOOR TYPES & ELEVATIONS W TYPE BI D BI 51 152 51 GL. /ALUM N.M. MTL N.M. H.M W. H. MFR. CONSTRUCTION IN ALUM N.M. N.M. N.M. H.M. 14 .M. H.M. MFR. r KIGKPLATE, }1-IERE SCHEDULED 2_ ALL DOORS TO COMPLY PY LATEST TAS/ADA GUIDELINES 3_ RE: SHEET AS2 FOR FURTFER INFORMATION ON DOOR FIPRSNES 4. 5!&N FOR ENTRY/EXIT STOREFRONT DOORS TO READ "I-ESE DOORS TO REMAIN tAL06 DLRIN& BuSINESS HOUIR" A5 APPLIC.ABLE. 5. MA -TiPLE FUiUA EGRESS DOOR LOCATIONS TO BE WORD WITH FUTURE TENANTS 6. PROVIDE 6' KGH vINYL.. DIE -CUT ADDRESS ABOVE FRONT DOORS - VERIFY SIZE beTH LOCAL AUTHORITIES - COLOR(S) TO CONTRAST YiTN f3ACKORCOTON REAR DOOR s1GNAGE PER LL. REafisE`^NT5 • N.T.S C G FINISH MILL FINISH PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED GLASS TEMP. FIRE RATING HDNR A B MFR. C C D E 1 -1/2 PR BUTTS, HAGER BB I27q 4.5 X 4.5, U5 26D 1 PASSAGE SET, SCHLAGE RHODES D 10 5, U5 26D 1 CLOSER, LCN SrIOOTHEE 40 ALUM. 1 FLOOR STOP, ROCKWOOD 422, US 260 3 SILENCERS, GLYNN- JOHNSON GJ64, GREY TRILOGY 2 BY ALARM LOCK tALDL2700, N26D 1 -1/2 PR BUTTS, PAGER BB 127q 4.5 X 4.$, US 26D I CLOSER, LCN SMOOTHEE 4040, ALUM. 1 KICKPLATE, ROCKWCOD 8" X 34' X .050', US 26D 1 SIGN, ROCKW00D MEN BF 687, BLACK Ci ROCKWOOD WOMEN BF 688 BLACK 3 SILENCERS, GLYNN- JOHNSON GJ64, GREY I PUSW/PULL: ROCKWOOD 70C, rPUSHPLATE\ 1 -1/2 PR BUTTS, NAGER BB 1278 4.5 X 4S, US 260 1 PUSH/PULL: ROCKsNOOD 7OC, PUSHPLATE 1 CLOSER, LCN SS1 r11EE 4040,, ALUM. I FLOOR STOP, ROCKW00D 422, US 260 3 SILENCERS, GL YNv'N- '55CN Gj64, G.rRE"Y DOOR V1BRIER: TACO TA33!OPC HARDWARE FRAME FINISH PTD. PTD. PTD. PTD. PTD. PTD. PTD. SET A SET B SET C SET D SET E SET F t PADLOCK - BEST 115 SERIES VERIFY SPACKLE LENGTH W1 T L ?ADS.00< -AS? USED SET G HARDWARE AS PRO./: DEED Aril.; Ra. L• G GR -LL BY MA.V..;F3CTLRER 3KiT:4 U CPANrE LOCK CYLINDER 1 :i T i4 7.-1.;r3 ! .AN CN STCRE SCE SETH PROVIDED AND INSTALLED BY LANDLORD PROVIDED AND INSTALLED BY LANDLORD ELLIASON DOOR SILWPS W/ MGA FRAME WIL5ONART LAMINATE 115 -60 'MANDARIN RED' UNDERCUT DOOR I' PUSHBUTTON COMBINATION LOCKSET FURNISHED AND INSTALLED BY G.G. UNDERCUT DOOR I' ALWAYS LOCKED FUNCTION BEST 7 P114 COMPATIBLE ROLLING OVERHEAD DOOR PROVIDED AND INSTALLED BY LANDLORD SfL P 4b' - A.FF_ FINISH TO MATCH EXTERIOR FINISH HARDWARE EACH LEAF DENOTED WITH (EA): I (EA) KAWNEER CONTINUOUS HINGE WITH STAINLESS STEEL BALL BEARINGS, 0260 1 (EA) PULLS, KAWNEER CO -q, OFFSET PULL, US 32D 1 (EA) PUSH, KAWNEER CP -1I, PUSH BAR, US 32D 1 (EA) THRESHOLD, HALF SADDLE, KAWNEER MODEL FOR 'GEARED HINGE', 4 WIDE ALUM., ADA COMPLIANT I (EA) SWEEP, REESE 323 G X WIDTH, ALUM. 1 (EA) CLOSER, LCN 1t4040, ALUMINUM, SURFACE MOUNTED OVERHEAD, SINGLE ACTING MANUAL, U260 1 SET (EA) WEATHERSTRIP, KAWNEER 'SEAL -AIR' 1 (EA) EXIT DEVICE, KAWNEER DOR O -MATCC 1 Z$17 W/CONCEALED ROD 1 (EA) FLUSH RECESSED DUST PROOF STRIKE IN THRESHOLD. 1 LOCK CYLINDER RIGHT HAND REVERSE (RI4R) LEAF: BEST SERIES I 7- PIN -626 CORE CYLINDER KEYED OUTSIDE. 1 EXIT PANIC DEVICE WITH ALARM (VON DUPRIN GUARD -X SERIES 2670) - BEST 7 PIN CORE COMPATIBLE 1 ELECTRIC POWER TRANSFER (EPT) DEVICE (VON DUPRIN EPT- 10) 1 -1/2 PR HEAVY DUTY BUTTS NAGER BB 1278 4.6 X 4.5, US 26D 1 CLOSER, LCN SMOOTI-IEE 4040, ALUM. 1 SET WEATHERSTRIPPING, NAGER 8g2SA V -84 1 DRIP CAP: PAGER 810SA -3FT 1 THRESHOLD, WAGER 5205A V -3FT 1 DOOR SWEEP: WAGER 7705A N -3FT I DOOR VIEWER: TACO TA33IOPC (MOUNT AT 5' -O' AFF DOOR o5 ONLY) 1 KICKPLATE: IVES 8400 -326D- 10'X34 Jr- _ • • , 1)0 t30 N.T.S. RECEIVED CITY OF TUKwILA PERMIT CENTER REV1SOM NOLL DETAIL L$Iy1/A0.3 JtK/A0.3 J•K/A0.3 J*K/A0.3 J4K/A0.3 i EX! T P,»ii CEVCE 3P.114.; ALARM 004 C'.,?R -` C2uA -X SER ES 2670) - 3=S e 7 ?."i CGRE COrIPA T ; &.E 1 ELECTRiG POnSR TRA\SF - (?T) ✓ .V -GE (VON 0%.PR N = = O) 1 -1/2 PR HEAVY cur: BUTTS ±=AG R B3 >27' Z.5 X 4.5, l;5 260 1 Ctv-R, LGV S` :DOT --EE 1 SET IKEATI-ERSTR :PP.NG, ;%A; -ER 8P2SA v-ac 1 DR:? CAP, PAGER 6:050 -3FT 1 rt-R= S►O -D, WAGE? 520SA V-E.F 1 DOUR SyEEP: PAGER 7 GSA N.T.S. 0 2 . 1 u� 8 2 8 2 8 ? 0 Q <I-1 a U m C 6423 /i Vi... ........ .SHRBASHOCX ST TEOC1 ISTOr 1 G W 0 N (T) ;.°4 NIR 0 2 0 r -e ISCIVEGASSAIES110 E SvO.soc.TvCR L MOM PUPS Mv reseuor►u wsr-ows9a 1• errges wio SIGNED 1103151.81M1 IIXtg 10 lrEGaCt0GorosnrE sprit "cm ory p sic 1.sSAINIGUle sort - i OM& w ioR SWITaCt inamocasescsuesA • SMI� 0 DRAWING NUMBER: a A0.3 It, • • z z N • L CONSTRUCTION PLAN • 0 0 ABOVE CONSTRUCTION PLAN O • ©OST1NG SHEAR WALL TO REMAIN FIELD DETERMINE 1 • AREA N.I.C. 0 CLEARANCE • 101 00 SALES AREA N.I.C. O 0 o 0 0 STOREFRONT 5:G \.GE ABOVE ENDER SEPARATE. PEZ.:ekT a fZ AREA NI.C, A6 -2 26' -4' , LEVEL FLOOR AREA OF MOBILE SHELVING (AS DIMENSIONED) —� • ., • • 12' - • • to • • AREA N LC. 4 • FIELD DETERMINE • 102 STORAGE 1 I_ I z a • i/ 1`-O _ E WALL TYPES (BY LANDLORD) SCALE i' =1' -0' SEE FINISH SCHEDULE FOR ALL FINISHES CODED NOTES TYPE A -I B -1 C -1 D -1 ALIGN WITH EXISTING WALL CENTERLINE OF ENTRY CLEARANCE WALL STOCK ROOM WALL INTERIOR PARTITION PLUMBING CHASE WALL TYPE LOCATION E/A10.1 L/AIO.I - I/A10.1 31/2' SOUND BATT INSUL. N VVA % 1 4 1s' G.W.B. ON 50T14 SIDES 20 GAGE 8' MTL. STUDS s 24' O.C. EXTEND TO ROOF FRAMI C EXISTING TILT -UP PANEL - S14ELL CONSTTION — . . R -1I BATT IYSUL I1W/ VA OR BA?IER 5/8' TYPE 'X' GWB. 1/8' 14AT C.H 6 NELS a lb' 0,C. HORIZONTAL 25 GAUGE 2 1/2' ,METAL STUDS AT 16' ac. FRA`ifNG PER SHELL PER,`iIT DRAUJIN'G-S EXTEND TO ROOF FRAMING- 31/2' SOUPED BATT iINSUL _ A 1' GUM_ O!tt 30 5`D=5 20 GAGE b' MTL. STUDS s 24' O.C. DCTEND TO RO:IF PRA M: ' S1:ccO OVER E T4` LAT! -I ' Ds BOARD b' ;'"_' T AL 5Tt WIRMIVira R 8,41 15i r ii 1 r V4 Bbd - ER f " , 5/8' .~-E 'X G-..3. - i �,a' A T cA;I.' E S S l 01.:- �!C ZC∎ T AL 1 1 5T;. S AT 'fir,' OG PARTITION SCHEDULE CONSTRUCTION N.T.S 6'x16 GAUGE MTL. STUD • 16' O.G. W/ ONE LAYER 5/8' GYP. BD. TIGHT TO DECK ABOVE ON CLEARANCE AND THIN BRICK OVER I/2' DUROCK UP TO 14' -O' 4 GYP. 8D. FROM 14' -0' TO DECK ABOVE ON SALES SIDE. ONE LAYER 5/8' TYPE 'X' GYP. BD. EACH SIDE OF 6' x 20 GAUGE MTL_ STUD • 16' O.G. RUN TIGHT TO STRUCTURE ABOVE. ONE LAYER OF 5/8' TYPE 'X' GYP. BD. ON BOTH SIDES (UP TO 6' ABOVE CEILING) ON 3 5/8' METAL STUDS P 16' O.G. (MAX.) ONE LAYER OF 5/8' TYPE 'X' GYP. BD. ON ONE SIDE (UP TO 6' ABOVE CEILING) ON 3 5/8' METAL STUDS • 16' O.G. (MAX. ) REVISION NO DOl' l30 • RE(NED cnY OF TuK:alLA pEHM1T GEN IER p. WIDTH 7 1/4' 7 1/4' 4 1/8' 4 1/4' N.T.S. I A 1 REGISTERED I G13/Lb & SIE8EUSHOCK MI OF WILSMISTO, rEsloorscasa esso -u • L1Y01 UMPLT•fOtTSIEUSIEOr 01.00FOR w 0 'Ms SPIOFC01•0• SIPECI (000 RwREsum0pwAI E ad . %00130 •011,UIPPLCJINUE 0 ' S AI ' SAI DRAWING NUMBER A2.1 • 4 P -I CEILING AND EXPOSED STRUCTURE ABOVE EXISTING SHEAR WALL TO REMAIN 41 -10' INSTALL UNISTRUT, PROVIDE AIRCRAFT WIRE AND SNAP CLIPS, AND HANG CHANDELIER, PROVIDED BY OTHERS CLEARANCE AREA CEILING AND EXPOSED STRUCTURE ABOVE 41' -10' 'FALSE' LINTEL ABOVE AT 9' -0' AFF 2' -6' 4'_q' *— AREA N.I.C. P -I CEILING AND EXPOSED LINE Or BUS STRUCTURE - SEE SHEET A4.I FCR FIXTURES AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION (TYP.) AREANI.C. I NOT E: FCR CEILING SUSPENSION 1 DETAILS, REFER TO DETAILS UAW .4 AND G- /A10-4 I AREA N.I.C. Inj I I AREA N.I.C. l 1 AREA N.I.C. ALL HANGING FIXTURES PROVIDED BY OTHERS. CONTRACTOR TO PROVIDE UNISTRUT, AIRCRAFT CABLE, SNAP CLIPS, AND INSTALL HANGING FIXTURES. CONIRAGTOR TO PROVIDE ELECTRICAL AS NOTED ON ELECTRICAL DRAWINGS AND CONNECT THOSE FIXTURES REQUIRING POWER. HANGING FRAMES, 200 LB EACH NO ELECTRICAL REQUIRED. SUSPEND FROM (2) HANGING INT USING FOUR STEEL CABLES ATTACHED TO AT LEAST TWO STEEL ROOF JOISTS POINTS. CENTER UNISTRUT OVER FIXTURE AS INDICATED. ALSO PROVIDE TRUT TO ALLOWO RCNTERING FIXTURE AT EACH ADJACENT , . BOTTOM OF FI . . ' E Q 6' -0' A.F.F. (SEE DETAIL SUSPENSION POINTS 3/8' STAINLESS STEEL LIFT EYENUT 3/8' EYEBOLT HANGING SHOE CHANDELIER, 300 LB. EACH NO ELECTRICAL REQUIRED. SUSPEND FROM 13 STEEL CABLES (2 EACH 90 DEGREE INTERVALS) FROM UNISTRUT ATTACHED TO AT LEAST TWO STEEL ROOF JOISTS NEAR PANEL. POINTS. CABLE FROM CHANDELIER TO UNISTRUT PROVIDED HY OWNER, CONTRACTOR TO PROVIDE UNISTRUT AND HARDWARE TO ATTACH CABLE TO UNISTRUT. BOTTOM OF FIXTURE @ 3' - A.F.F. GALV. CADLE I /8' CRIMPED CHANDELIER SUSPENSION POINTS, 2 CABLES AT EACH POINT ING 'DISK' LIGHT FIXTURE, 100 LB N., P FROM UNISTRUT ATTACH BUSS STRUT. SUSP ' rd 12 HANGING BAFFLES 15 H OR UNI AT WEIGHT FL ! xl , WEIG -� PE FT- SUSPEND FROM STEEL ROOF JOISTS STRUT ATTACH "'- • STS ABOVE AS REQUIR • . = -' Ir OM OF BAFFLES TO BE LOCATED - ED. (SEE DETAIL J/A11.6) - PAINT P -9. BUTT '• ► CEILING BAFFLES TO LED WITH 'BONDO' (ALL VISIBLE SIDES), SAND SMOOTH PRIOR TO FINI LINE OF BUSSTRUT - SEE SHEET A4.1 FOR FIXTURES AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. CENTERLINE OF ENTRY CABLE 1- IN 14' -0 A F_ 8.0. 6U55 T RUT 13'-O' A.F.F. 3.0. 9c..•SSTRUT ;2' -3' A F.F. 8.0. BAFFLE 11' -8 a•_i=.F. T_O. C%= A.`i.ELic2 2.%G LINE OF STRUCTURE ABOVE (VARIES PER LOCATION) I -5/8' UNISTRUT VS' CABLE TO UNISTRUT (TYP. 4 SIDES) L'GLITiw BUS -ST S x'-' P.A LE %GIES: I■.ST%__ I' CAA.`✓f. jE PER •! 5TaLLAFCJV CiUtD.:LN:.5 PER M ITGNT b _ .11 W AM _7 :•7 ts. 7•∎.L 1<L' II U \ - LClav iNa l73■ — — - — \•/ v t #. .r1 an REFLECTED CEILING PLAN 3/8"_1=0" E HANGING FIXTURE NOTES O CODED NOTES PI II ow- u N.T.S. N.T.S. Mb D C CHANDELIER DETAIL 318' =1' -O B BAFFLE SECTION - 12' CENTER AISLE -1' IMP 1 IA §16- Z Y 2 2 n 8 0 <I ‹' W 6923 REGIST6ED i f(A -/ 6 W 041 1140 t.) 2 p. 1 0 2 z 2 0 GOULD S. SHOCK SWEccoserSTOII rEmorep ISaxes.3 •0m41c1►CR LAIL TV POIC E ISE CC 7-11,31E RAYS I Aar O+OLSZTCMI WISSI IVECIFOILLIVA.M4011SID Slr WOO AWSq® 1 1 1 1DlEIRE'OPOR1A0M 9PEAnq,o pAs: e sum"PQMOR AoE A'JE "SS suiADKWE$Q4 .CAQE I SEETIIST S VI SOCS OSCR16lAL SAI # 01101 DRAWING ARMBEf A3.1 • • o CLEARANCE AREA — r — _ _ — - - r — i —I1111 -�- — r- - r - --- — r- - -- ...ir -- — —r- -r - r ■ AMIK -r — -Mr. - r- - r — i -- OM= M= t i- - i -- — r— MEW r- =OK w— - r- -r- MAa -aw — r — — r- 1 1 - - --ANN — r — ENO =MOO -r=MI — - — — i— — — r— - r- - r- - Ann— — r - -' • WWI —.I —_ MOW —... =NW r =MR — —r- -_ - - -t MOM W1■ 14' -O' 10''11 o r- - -- - - AMER — r- - r Al -r- -r - w -r- - r— ■- - — r — — r - Ant 11111111 — r — — _- —r — — — — - r- - - -AL — -r- -_— -- — — A — i-- - -- i — MEM — A = LR1tl =O0 aA AAI I Jsi A =AM ~MEL A=1= — — aa= —r— — —AM= — r — — r- - -- — - — - — - — r - — r — - r -r - IMP - - AIL — -- — — 61111= ■.1:1.=11 CL1== - r - MEM —r— wa IN= AIL — MM —r- - r - — r- i- - — r- -_ — -- —r— NIA == — - - - r - =IL - rr —r —r— --rr — r — i- — A — - AIL— —r— -- — — as — —AEI— WOW — r- - r— i- - — r — - - — r— - - - r - r te. - -i) REFLECTED LIGHTING PLAN NOT USED TYPE SYB. DESCRIPTION TWO LAMP INCAND. LIGHT FIXTURE ONE LAMP INCAND. LIGHT FIXTURE SPOT FIXTURE 4' STEM FIXTURE PENDANT LIGHT 24' DIA. PENDANT FIXTURE RECESSED SPOT FIXTURE 6' RECESSED CAN LIGHT 8' 2 LAMP STRIP LIGHT 2'x4' 3 LAMP RECESSED BALLAST LIGHT ECTERICR EMERGENCY LIGHT FIXTURE LIGHTING LEGEND DESCRIPTION BUSSTRUT MOUNTED EMERGENCY LIGHT EXTERIOR EMERGENCY LIGHT FIXTURE UNIVERSAL MOUNT EXIT SIGN SEE LIGHTING PLAN FOR LIGHTING SPECIFICATIONS CENTERLINE OF ENTRY POWER TRAE AND FIXTURE MOUNTED INSIDE PERIMETER FIXTURES FIXTURES MOUNTED INSIDE WALL FOCAL CENTERLINE OF FOCAL CODED NOTES HANGING "DISK" DETAIL VW, VIVI/ AREA RI.C. AREA N I.C. RECEIVED CITY OF TUB "JILA YJJ v PERMIT CENTER • • a NEN ` #10% /1.4OMEN #10 WALL Pi2 4 WC -1 TRIM * - BASE hB -2 BASE I KB -I FLOORING V5 -2 JANITOR #108 WALL FRP -1 TRIM 1 _BASE— ' IN8 -1 FLOORING V5 -1 OFFICE #I03 WALL P -1O TRIM P -6 BASE BASE hB -2 FLOORING I CS-1 LOUNGE #104 WALL P -10 TRIM - BASE KB -1 BASE KB -2 FLOORING VS -I CLEARANCE #I01 WALL P -I/P -7 TRIM - BASE KB -1 FLOORING CP -1 STORAGE #102 WALL P -1O TRIM - BASE WB -2 FLOORING CS-I CORRIDOR #105 WALL P -2 TRIM - BASE KB -1 FL OORING VS -2 1 FINISH PLAN I i J /7 JH P -1 14' -O' UP TO DE CARPET LAYOUT > POINT 12' -O' ROLL WIDTH (TYP. ) P -1 i P -1 CARPET SEAM (TYP. ) • 1 P -1 O I i 1 1 CPT-I • • • 14'-0' UP TO DECK 0 P -1 AREA N.I.C. 1 ?Nom° 0 3' -4, O 0 CLEARANCE AREA 1 22' -8' 16 -O' 101 3' - 4' 0 AREA N.I.C. TS -3 TYP. CLEARANCE AREA WALLS PAINTED P -1 1 ABOVE 14' -9' IA NDI P- 1 BELOW 14' -O' !0' -0' 0 14' -O' UP TO DECK P -1 1 L__ E1111.111 I AREA NJ.G 0 O r 4 PT -1 I TS -6 I-3` L 4, J), P -I 14' -0' UP TO DECK 12'-O' ROLL WIDTH (T R.) CPT -1 AREA NW. I I I 1 I I 1 1 1 i 1 1 I I ! � 1 • AREA N I.C. 102 STORAGE I r --• UP TO 14'-0' P -1 ! ,- O'UPTODECK I • 1 ' 1 I C&RRPE'I LitYO'J T I } I I O :.°GATES SEQUENCE c CARP =. ROLL :NSTA:_t.AT; • � ti �l (PA E. YG EE COI.Tvax:S T GU -OJ SPACE) 318 =1 -o MATERIAL CARPET VINYL. FLOOR WOOD FLOORING CONCRETE SEALER WALL BASE FLOOR TRANSITION STRIPS PAINT '4ALL COVERING SUSPENDED ACOUSTICAL TILE i i.4d111111.41•11b, ■ • r ii■ ri:7.421 .1161■•fili SYMBOL MANUFACTURER NUMBER CPT -1 SHAW CPT -2 SHAW ENT-3 SHAW V5 -1 ARMSTRONG VS -2 WF -1 SHAW CS -1 WB -3 MISC. SURFACES 1 L -2 Immin CARPET SF-A 1 I ARCHITECTURAL SYSTEMS, WB -I _JO=- ISONITE WB -2 ARMSTRONG P -7 SHERWIN WILLIAMS P -8 SHERWIN WILLIAMS r 9 C ZRWIN W1LLIAYf P -10 SHERWIN WILLIAMS P -11 SHERWIN WILLIAMS WC -2 GLEN GERY THIN BRICK SERIES SURFACE it MATERIALS FRP -1 CG -1 - KOROSEAL ACT -1 ARMSTRONG INDUSTRIES ACT -2 L -1 ARMSTRONG INDUSTRIES W ILSONART LAMINATE h1 LSONART LAMINATE MATERIALS SCHEULE CENTERLINE CF SAWN FOCAL CENTERLINE CF FOCAL AUG% 5+:i%t S'DEKRAP - SEE F. A6.1 E I CODED NOTES MATERIALS SCHEDULE KOOOL -0 59410 51873 'VALIANT' CAI18 TS f ER- SYSTEPMS ``' D EI25EREI25 T R- SY T -EMS Sall ENE E125/REI25 TS -3 SCHLUTER SYSTEMS `"'CHI ENE E45$RE45 TS -4 SCHLUTER SYSTEMS SCHIENE E454RE45 TS -5 SCHLUTER SYSTEMS SCHIENE E45(RE45 TS 7 - SCHLUTER Y STCMS SCHIENE E604RE60 MARTHA P -1 51- IERWIN WILLIAMS STEWART SIGNATURE MARTHA P -2 SHERWIN WILLIAMS STEWART SIGNATURE MARTHA P -3 511ERWIN WILLIAMS STEWART SIGNATURE MARTHA P -4 SHERWIN WILLIAMS STEWART SIGNATURE MARTHA P -5 SHERWIN WILLIAMS STEWART SIGNATURE MARTHA P -6 SHERWIN WILLIAMS STEWART SIGNATURE MARTHA STEWART SIGNATURE MARTHA STEWART SIGNATURE KOROSEAL EVANS TP BROW P721 -53 STRATFOR D 1/2' MODULAR V34677 G875 -01 4669 151! -W C;5:ILAY CE∎ LNG TO BE i CCERATE ?I T E (FLAT) COLOR SCHOTTENSTEIN'S 1?' -O` ROLLS CUSTOM 10118 'EBONY' BRUSHED SAND FLARE 125 CLEAR CONCRETE SEALER RWDC 167 A 'FUDGE' *75 'DESERT SAND' MATCH SHAW 'EXPERESS0' STOUT 8409 FINISH; FLAT STOUT 8409 FINISH; SATIN STOUT 8409 FINISH; SEMI GLOSS OTTER POINT 8092 FINISH: SATIN RUSSET ROSE 83q7 FINISH: SATIN RUSSET ROSE 8397 FINISH; SEMI -GLOSS SW8020 'STONEWARE' FINISH: SATIN SW8020 'STONEWARE' FINISH: SEMI -GLOSS 'PAPERWEAVE' WHITE BLACK W1,ITE (PAINT GRID E TILE P -2 PAINT PRIOR TO INSTALLATION) J • i • ^i • DESCRIPTION / NOTES 10500' WELCOME MAT RECESSED; ALIGN PATTERN, DO NOT ALTERNATE SQUARES EXCELON IMPERIAL TEXTURE 12'x12', ADHESIVE AS RECOMMENDED BY MFG., ACRYLIC FINISH: SC JOHNSON WAX - COMPLETE WAX BEFORE DSW FIXTURING. 6'x36'xl/6' SEE FLOOR FINISH PLAN FOR 00917 'EXPRESSO' EXTENT, TRANSITION STRIP - SEE DETAILS 6' RESILIENT COVE BASE 3/4'x6" RED OAK WOOD BASE; COORDINATE LOCATIONS WITH FIXTURES AND MILLWORK f ARPET-TO- 194ALK --OFF P/AT TO WOOD CARPET TO VINYL VINYL TO WALK -OFF MAT CARPET TO CONCRETE 'NATURAL TIGRIS' R.R. STALLS WALK- OFF -P4AT TO CARrCT CEILINGS, WALLS, COLUMNS AND INFRASTRUCTURE ABOVE 14' -0' A.F.F. CORRIDOR AND SELECTED RESTROOM WALLS LOUNGE AND JANITOR DOORS OTTER POINT CEILINGS, WALLS AND COLUMNS 8092 FINISH; FLAT BELOW 14' -O' A.F.F. FRONT SALES WALLS BELOW 14' - A.F.F. OTTER POINT 80q2 FINISH; SEMI RESTROOM DOORS GLOSS CLEARANCE ROOM WALLS AND COLUMNS BELOW 14' -O' A.F.F. CLEARANCE DOORS SW8020 Rte 4. -+1 •CCEP '°D Af7'LCr'I FINISH; FLAT H.M. DOORS AND FRAMES AS INDICATED CORNER GUARD FISSURED CORTEGA MINA :WARD J+v'FIlTE, x 24')(48 SQUARE CUT, NON - DIRECTIONAL (WHITE ON WHITE) WITH 15/16' PRELUDE GRID AND LOCK -DOWN CLIPS `MANDRED RED' ELLIAWON DOOR STORAGE, OFFICE AND LOUNGE WALLS APPLY ANTI - GRAfFITI COATING RESTROOI`15 AND AROUND DRINKING FOUNTAIN. PAINT 1' WIDE BLACK STRIPE ON WALL BEHIND EACH PANEL BUTT JOINT. CAULK INSIDE CORNERS VENDOR: HAMILTON PARKER, GABRIEL CANTRELL, TEL. 614/358 -7800. GROUT TYPE N MORTAR BY CEMAX, COLOR TO BE 'PORTLAND CEMENT'_ DIGITAL D:21CK WALL COVERING F I ( IT . CLOSET ONLY) FISSURED CORTEGA MINABOARD :709 24' )(48'x5/8' SQUARE CUT, WITH 15/i6" PRELUDE GRID AND LOCK -DOAN CLIPS N.T.S. RECE(VEO CITY OF MF x.1[A D CENTER 1�`s 1: f N.T.S. B 0 Z 2 f R O �� 4 1 6 6 oc aagi h <1.1.<1<*� V) � $I a'�o 0 00 0 t W � 1 - 1 0 E ri 44 Al q r 0 a ka . , 'p e Io -� CO m ai o .4 mat• 011! ;Ig' t7,1g1 1 1 \ REGISTERED GRADS. SHREUSIOCK SLUE OF 761911161011 rE morw - imansroanyossatavot LAINLTvKR 7Egi1.A6FORawv et t`3•I1110SONED 7QmPORS 011 166CONCICICA AwME soca trOlw 4 311M. ' 4:1800 4i.111SP/! wwinE 111030 wCTEi7MIDO SSO40t101.A A5.1 S AI $ 0110i ORAWVIG MAC E d a A11.6 Al2.1 A112 AHH.2 AI1.6 Al2_I JANITOR uPL- PEI - .P _ • - 20' -O' Al2.1 A11.6 R Al2.1 YOUT, LAYOUT POINT P - • INT G A11.6 E A11.6 R Al2.1 91 ■ — lit cT' Wirig A11.4 ===e3=1: O 1 LBCF 1.6 o rP. 1 1313131313 B2 int IL. wit Iwo 11FOC 11�ac ooca12.r:1r3 G AII.2 ■i'-v ti ■. Al2.1 Al2.1 A11.6 SHELF SOFA TtC TB TBL UBOAT INFIX MFIX WPER VIPER-L MPER ACCESSORY STAND TALL END BENCH BASE END 13' x 24' OVAL BENCH COAT RACK END PANEL BEST FLEX FOCAL 8' FOCAL 12' FOCAL 20' SALON FOCAL 16' LOCKER UNIT MIRROR BENCH LARGE FOCAL MIRROR SMALL FOCAL MIRROR COLUMN MIRROR PLATFORM RACKS ON WHEELS RW -P PERIMETER RACKS S2 ROUND SHOE FIXTURE SHELF TABLE it CI-1A1 RS FEATURE TABLE 72' DIA. U- BOAT CART 18' x 60" Nal EN'S FIXED BASE 48' x 27' MEN'S FIXED BASE 48' x 27' NOM EN'S PERIMETER 48' x 12 -1/8' WOMEN'S PERIMETER W/ LIGHT TROUGH MEN'S PERIMETER MEN'S PERIMETER W/ LIGHT TROUGH HALF WOMEN'S PERIMETER W/ LIGHT TROUGH IMPULSE FIXTURE SHOE COUNT TABLE 39 MF1X ® MPER 11) MPER -L 16 WPER DESCRIPTION SIZE DESCRIPTION BASE END BASE END MIRROR MENS FIXED BASE MENS PERIMETER RACKS ON WHEELS 38" DIA ACC FIXTURE. SP FINISH 48' 3' x 27' 30' x72' 2q' x 96' 29'x144' 29' x 112' 29' x 240' 2q' x 192' 12' x 12' 30' x 16' 36' x 114' 30' 12' x 78" 30' x 46' 60' x 30' 60'x 38' DIA_ 48' x 30' 48' x 30' 6' DIA. 30' x6O' MENS PERIMETER PLATFORM PRS_TOTAL ® RW -P RACKS ON WHEELS- PERIMETER El TBL FEATURE TABLE ail ® WFIX WOMENS FIXED BASE V 90 15750 Q WP -H13 -L WOMENS FIXED BASE - HALF 1 WOMENS PERIMETER 85 1360 1 WPER - WOMENS PERIMETER UGH TED 85 935 in cr • N is 0 t Tel I l • Lt I I lari Pri 1 1 • 1 J •. RIDOR 105 -- i 0 1 MIR ME3 Sri u1' • �' fr 16 w aft • RW-P ■ MIR rii= —1 —1• ■1 RW-P TYP. z A A11.1 0 0 • ■ AREA M.I.C. RW-P 11 �1 pi q v 0 0 I L A 1 AREA NI.C. • 1 MIN AREA N.1.C. AREA N.I.C. • 8 1k � �r�� 11 All ■•■■•111111rt1 0 • w Q � a oi o 2 2 4 n 4 4 4' 4' FIXTURE ONE ■ TE� +�s1�r�'N I • ' i ( •r SWE SNFIEUSHOCK :fE 00 § - 9CrAnumes ll0 aiso satr►at %AanVot coca. manor 0001r1,0 Incercrwr•0901100 0 SONS INDIFJLE2Pzeiuts 0 PIE WIVE *COWS, ME spa s!+smime satt>'wrrtcaktw Nardwerarsvasnumessoactrata 1jOl -� 130 s SUMER A6.1 • 11#111 , IMO 1 •U1 DOS DOS DOS DOS DOS DOS DOS DOS D#I ■OS DOS DOS DOS MOO DOS SOO DOS DOS DOS DOS BOO I$/• S Sl • BOO NOV BOO BOO DOS DOS . . I DOS DOS NOV D /• \ •01 .1 •� •t A i .\ . •.% _1 .1 a A A A A A A •a c..\:. • 'C •_;\ ve E F V C C 57 k:52-AT •• Ki'i` J_ct .30 57 c_C .\A • j/\:. \• CZ: `c.C' . \• o 'foe'si :.A r..\J Fic :'72;47 ciA..; - •G eTEE - +7r'S •Oi STCRErO4T 5 GNAr..7E LI ZLR SEFER\TE F!_QNIT) rV? ! Vic ▪ AA-- 544 -R. ♦ .\.: . i CAS b "=\k \' , 5.- '1/43.2..-1 A .A. A F. , I" F.‘ �Y - 136\ • • • • 1 , LXCTION I a STRUT 15TY -E Q W CIROY T - PF -1 L P1 -2!,23 1 IWNI 1 PF-2 1 1 ::: n 1 We L9:- 26,28 ,F -Z 1 0' :.P:-2D ZZ ; , 3 •- 1 1 LP7 -5, 7 a 7 F -2 iH ° —r0. WW1 .w ANIw0 111 MOW NWT — WM-. V idiom M7.2.— 3. NMI ate. V7 • _ _) 7 � 17117117 71 a 7 i s.V7 71171/17 7 7 a lima a + v7 a♦:7a 1•011,.1111.1 a _ 77= s dim Amlf 71.3 W. 7-M.7 B5 -15 77 d wt acv.= WWI VI aaaw a11( a= a + w� rw.vMole r:t.a+ ISM ai�V= =Err NNW W 7 - aaw. M. 55 -14 • I7.1 • B5 -10 a ' a '.' r" IM IIM;11/11 Ada A l A,1 A,1 aw+ c 7 1 ats'+•_ -_ aaaw M+ 1 NM .' s 1 7w —1 7111171/1= 17 -7 -- 1 a_w _ 1 UMW AL 7 Nom wAM= WIN"'.` 7 MIN �sMM B7 AL WM NM 1W /MINI tea. _ '1 ww 55 -26 — :. _-.._ _ a . 1 miumium — -; aaw — 7 A, 4 ...■•■ _ . l '.wt _-: TilMl _ 'i ' a smillumdlma =Ir. Ewa 11 . 7 :._ + r+ 711T ..i me- _ 41 .7 — _; _ :.IMa _ a ra.. :�. 7117Ww : 7' = 7 a_w— aaa. w - : + i — MMIMMIIMIM mama ems NM — 'Ma + i. BS -IS IMW AB 71 -- - B5 -25 ate = ._ _ . .w/ aaaa _' . 7 _ a wf A,6 —. A,6 LPI -lq 7Mwmilima a _• ^.7 Mi 11 3 a1174 7117E17 INC — .7 _ i .vaw OMMINNUMM a.+ -.+.M 7 = f: M7 MINK w 8,28 5,26 • Ere -IR Mr : + ' a —f..a. _- 7 71111 _ ia'.w/ + l ._ , . '.l . � 7 ea 7 Ilk 7 • Elm' Ali wa■ =w� aim ,ii. :taMENa ..e7IMWI 17 .,7 WM. w 711AMC= SwMIN 7' w 7 w 7 7w wi - _ a>s>;wi.. - ■a...at _ - MEW' AL 7 WSW M 7 w a . .MIL w MINN = .1117 7 ORIN MI /Wrar or a+w .r.111.7 WMw Mwi at • 1• PPI -15 I• F ..!!: LP1 -24 1 1 � I 1 PF -4 85 -38 Q BS -37 PP1 -17 NOW, Wigs. isPROW -VT.?: Willa in MIA NM" . Wilms : •' � :.' } n R A,6 A,6 P2 -EM 6 ...rm.- 7= UPON. a im .....r l LPI -15 LP -21 EM -IR \�•'. l inearacta lb A SE na04T110"lt4S].ESSOIIPS•0631 t1rOR Laany fat s c 61110 , 1hES;RAi6FOR me 1 rim wacrozw rrnor® ssra.nosafs vow •bR frE0SCLIOrrOi R:I*WWIINOSOR:Y .rawti��s — WoeIr�aar �+E>F:1rst w• sncsaESa� . � a� OR- LP1 -22 ALL. LIGHTING AND BUSSTRUT TO BE ORDERED FROM: SIMON ATKINS . REXEL/CAPLTOL L IGI4T 27q LOCUST STREET VAR T FORD, CT 064; T E_: (888) 999 -2560 x2333 FAX. (860) =50 -63:S ACCO.AT MANAGER -NAT D.VIS :O\ CAP, T CL L:C: . -_ (686) °.°.° -2- 02363 ?.-i%-5= ( -. YP. ) %FF.J T Rs! ( P- (7YP.) • EM -1R • TO PPI -33 13 ) LPi -I3 ( 13 BUS -STRUT DETAIL SCALE: NTS :0...5.- B..° -S EM -1R D _G D. D -G - D ._. I , lilts -P gs RIN-P RMI-P RW-P RIN-P RrM-P -- Il1N -P Pi u PI Pi Pl - „ I I , II .f ! ! 5 �� LP -2 PI Pl PI PI PI PI - - - _P! - 11PINPIn a � m P1 • 8S -34 LPI -9 =X -1 11 LIGHTING PLAN 1I8=1'-O• LPI -11 111 •fy •!f •V• •v• D G D D_.G.D ->—._D -G D D__G D • LPi -10 AREA N.I.C. • g 1 AREA N.I.C. 2 0 • • L 2 ALL SALES FLOOR AND CLEARANCE FLOOR BUSSTRUT SHALL BE INSTALLED WITH THE BOTTOM OF TIME STRUT AT 13' -O' AFF. 3 ALL PERIMETER AND CENTER AISLE BUSSTRUT SHALL BE INSTALLED WITH THE BOTTOM OF THE STRUT AT 14' -O' AFF. 4 5 THE SYMBOL 'X,YY INDICATES THE LIGHTING FIXTURE TYPE (X) AND CIRCUIT NUMBER FOR THAT FIXTURE (YY). THE SYMBOL ' -XX' INDICATES THE NUMBER OF THE BUSSTRUT MEMBER; SEE ' BUSSTRUT ELECTR!CAL SCHEDULE' ON SHEET E5.2 FOR MORE INFORMATION. 6 [$ REPRESENTS MOTION DETECTOR, LEVI MODEL- It ODSIS -ID WITH I OVERRIDE BUTTON. CONNECT TO FIXTURES PER MANUFACTURER'S RECOMMENDATIONS. 1 CONNECT ALL EMERGENCY LIGHTS AND EXIT SIGNS TO INDICATED CIRCUITS AHEAD OF ALL SWITCHING. 8 FINAL CONNECTIONS TO ALL LAY -IN FIXTURES AND RECESSED INCANDESCENT FIXTURES IN LAY -IN CEILINGS ARE TO BE MADE WITH GREENFIELD FLEXIBLE CONDUIT. q REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR EXACT LOCATION OF LIGHT FIXTURE LAY -OUT. CONTRACTORS TO CORRELATE LOCATIONS OF LIGHTING, SPEAKERS, AIR DIFFUSERS, GRILLES, AND THE LIKE, 111114 REFLECTED CEILING LAY -OUTS AS REQUIRED AND DIRECTED BY THE ARCHITECT. 10 REFER TO ARCHITECTURAL REFLECTED CEILING PLAN AND /OR ROOM FINISH SCHEDULE TO DETERMINE PROPER TYPE OF LIGHT FIXTURE REQUIRED FOR THE CEILING CONSTRUCTION PRIOR TO ORDERING THE FIXTURES AND PROVIDE FIXTURES THAT ARE COMPATIBLE WITH THE CEIL SYSTEM. 11 ALL DEVICES, EQUIPMENT, FIXTURES, AND THE LIKE, MUST BE GROUNDED BY USE OF A PROPERLY SIZED GROUNDING CONDUCTOR. MECHANICAL/ ELECTRICAL BONDS OF THE METALLIC RACEWAY SYSTEM S! -TALL ALSO BE MAINTAINED. 12 CIRCUITS MAY BE MULTI - PLEXED IN CONDUIT PROVIDED WIRE 15 PROPERLY DERATED AND CONDUIT SIZED PER CODE. UNDER NO CIRCUMSTANCES SHALL MORE T1-1A14 (9) CURRENT CARRYING CONDUCTORS BE RUN IN A 51NGLE CONDUIT. 13 ALL CONDUITS SHALL CONTAIN A GROUND WIRE SIZED PER NEC TABLE 1125 -122. IN ADDITION, WHERE AN ISOLATED, INSULATED GROUND IS REQUIRED A SEPARATE GREEN W/YELLOW TRACER GROUND SHALL BE RUN FROM T14E PANEL ISOLATED GROUND BUS TO THE ISOLATED GROUND CONNECTION OF THE DEVICE. IN NO CASE SHALL THE SYSTEM GROUND (WIRE AND ASSOCIATED OUTLET BOXES, CONDUIT AND BUILDING STEEL) BE ALLOWED TO CONTACT THE ISOLATED GROUND (GREEN IN/YELLOW TRACER WIRE AND DEVICE). WHERE CIRCUIT CONDUCTORS ARE INCREASED IN SIZE FOR VOLTAGE DROP, THE GROUND WIRE SIZE SHALL BE INCREASED PROPORTIONATELY (ACCORDING TO CIRCULAR MIL AREA) FROM THE SIZE REQUIRED BY N.E.G. TABLE I1750 -122. G • V EM- IR ALL 20 AMP CIRCUITS UP TO 100' 114 LENGTH SHALL UTILIZE X112 CONDUCTORS MINIMUM. ALL 20 AMP CIRCUITS FROM 100' TO 150' IN LENGTH SHALL UTILIZE 1110 CONDUCTORS MINIMUM. ALL 20 AMP CIRCUITS 150' UP TO 250' IN LENGTH SHALL UTILIZE I18 CONDUCTORS MINIMUM. ALL 20 AMP CIRCUITS ABOVE 250' SHALL UTILIZE 116 CONDUCTORS MINIMUM. ALL K FIXTURES SHALL BE INSTALLED WITH THE BOTTOM OF THE LAMPS AT 12' -O' AFF. THIS SECTION OF BUSSTRUT HAS A ONE (1) FOOT SECTION ATTACHED TO THE END OF IT, FOR A TOTAL OF 61'. REMOVED. CIRCUITS LPI -21 AND LP! -23 ARE CONTROLLED THROUGH ENERGY MANAGEMENT SYSTEM RELAYS. CIRCUITS LPI -I, -3, -5 AND -7 ARE CONTROLLED THROUGH CONTACTOR CI, SEE 'LIGHTING CONTACTOR CI CONTROL DIAGRAM', DIAGRAM 3, SHEET E5.I CIRCUITS LP! -2, -4, -6 AND -8 ARE CONTROLLED THROUGI -! CONTACTOR C2, SEE 'LIGHTING CONTACTOR Cl CONTROL DIAGRAM', DIAGRAM 3, SHEET E5.1 (NOTE). CIRCUITS LPI -25 AND LPI -27 ARE CONTROLLED THROUGH ENERGY MANAGEMENT SYSTEM RELAYS. CIRCUITS LP -26 AND LP -28 ARE CONTROLLED THROUGH ENERGY MANAGEMENT SYSTEM RELAYS. EMERGENCY LIGHTING FIXTURES INSTALLED AS CLOSE TO TI-IE CEILING AS POSSIBLE. CIRCUITS LP1-2 AND LP1 -31 ARE CONTROLLED THROUGH ENERGY MANAGEr 1ENT SYSTEM RELAYS. CIRCUITS CONTROLLED THROUGH ENERGY MANAGEMENT SYSTEJI RELAYS. CIRCUIT CONTROLLED THROUGH ENERGY MANAGES IEN T SYSTEi i RE EXIT SIGNS AND EMERGENCY LIGHTING FIXTURES ARE TO BE CONNECTED TO CIRCUIT AHEAD OF RELAY AND ARE ALWAYS ON_ REMOVED. EXIT SIGNS/FIXTURES AND LIGHTING FIXTURES W/ EMERGENCY BALLASTS TO SE CONNECTED TO LOCAL ELECTRICAL CIRCUIT AHEAD OF SWITCHING, 50 MAT TI-1E BATTERY BACKUP WI LL BE O-'ARGED DURING NORMAL OPERATION AND FIXTURE WILL OPERATE ON BATTERY BACKUP UPON LOSS OF NORMAL POWER. JUNCTION e0/ FOR STORE S'G&_ COORDINATE EXACT L OCAT'oN WITH SIGN INSTAL LEE. 1)01-130 0 G O 0 p {) 1 0 • GENERAL NOTES CODED NOTES RECEIVED CITY OF TUK `%ILA £5', TKO LAMP BUSSTRUT RUT F ;Y T UR= 48', ONE LAMP BUSS T RUT PERIMETER FIXTURE 3R KAT T PAR30 r E_TAL H.i.+.r.E :SS T W.:JT SPOT FM 70 KA T T PAR3O METAL AL 1-IA:—ICE T RAC< SPOT Fix j 50 KA 1 1 I R 16 CN 6' S T E , SUSS :RUT FIXTURE 6` PENDA. \T FIXi uRE 2' LOG L•G-TOLIER T RAC'< C_IXRESCEVr =LGCD 24' D'A. X :4' u G'% 5 - IXc ;: ?E /v 7-1 T+`.9 26A Cc RECESS=ED 50 :KAT 1='2' SPOT F:X T !:' .E 6' Dr.A"ETER RECESSED FIXi 1:ZE O E 32/4 C= i. es LGti.� T w O LAS`? FLU Ri. ESCENT S T R -? F•Xi t.Q= 2 RECESSED FLUORESCENT TROFFER, T'-RE SO 1AIATT - � F1XTuRE Gw =O_1 TRACK ir:A�t;'OtiAiTED =.."- _ �1rG`' t�TAG ='Y T :.R` iC T:: rAG 2 i r:A 4EADS b rA i T W OTE EXi ER C.R >: ERC:E\CY L•ts -e T :\G F.X T 6RE- Lt V SAL MO % T LED !CT 5.G\ • 0 V c 0 0 et x0 c g 0 0 0 =3 0 At 0 1 0 0 cla ba , o co Et' 0! o 0 A 0 ,.Q 0. W SAIS 07108 DRAWING i l!BER: E1.1 ti W D W Q 0 •