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HomeMy WebLinkAboutPermit D10-025 - CHASE BANK - ATMCHASE BANK ATM 359 STRANDER BL D10 -025 Cif Tukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 inspection Request Line: 206 -431 -2451 Web site: http: / /www.ci.tukwila.wa.us Parcel No.: 2623049064 Address: 359 STRANDER BL TUKW Suite No: DEVELOPMENT PERMIT Permit Number: D 10 -025 Issue Date: 02/02/2010 Permit Expires On: 08/01/2010 Tenant: Name: CHASE BANK ATM Address: 359 STRANDER BL , TUKWILA WA Owner: Name: REGENCY CENTERS LP Address: C/O PROPERTY TAX DEPT , PO BOX 790830 78279 Phone: Contact Person: Name: PAVEL MINCHUK Address: 14632 MERIDIAN DR , LYNNWOOD WA 98087 Phone: 425 876 -2661 Contractor: Name: MPM CONSTRCUTION Address: 14632 MERIDIAN DR SE , LYNNWOOD WA 98087 Phone: 425 - 876 -2661 Contractor License No: MPMCOC *944M4 Expiration Date: 07/24/2010 DESCRIPTION OF WORK: RENEWAL OF EXPIRED APPLICATION D09 -069: REMOVE OLD ATM AND CONCRETE SLAB AND REPLACE WITH NEW. Value of Construction: Type of Fire Protection: Type of Construction: $14,790.00 Fees Collected: $191.65 International Building Code Edition: 2006 Occupancy per IBC: * *continued on next page ** doc: IBC -10/06 D10 -025 Printed: 02 -02 -2010 City ',Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Inspection Request Line: 206 - 431 -2451 Web site: http: / /www.ci.tukwila.wa.us Permit Number: Issue Date: Permit Expires On: D10-025 02/02/2010 08/01/2010 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Flood Control Zone: Hauling: N Start Time: Land Altering: Landscape Irrigation: Moving Oversize Load: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Permit Center Authorized Signature I hereby certify that I have read a governing this work will be comp Volumes: Cut 0 c.y. Size (Inches): 0 End Time: Fill 0 c.y. Start Time: End Time: Private: Profit: N Private: N d exa ed with The granting of this permit doe tot construction or the orman! of Signature: // // %/I' r _. Print Nam Public: Non - Profit: N Public: Date: 02--1:02-1 ned this permit and know the same to be true and correct. All provisions of law and ordinances whether specified herein or not. e to give authority to violate or cancel the provisions of any other state or local laws regulating am authorized to sign and obtain this development p - rmit. aNci.ite& Date: 10 This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: IBC -10/06 D10 -025 Printed: 02 -02 -2010 Parcel No.: 2623049064 Address: Suite No: Tenant: • 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 359 STRANDED: BL TUKW CHASE BANK ATM PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: D10-025 ISSUED 01/27/2010 02/02/2010 1: ** *BUILDING DEPARTMENT 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 permits, inspection record:4, 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. 4: 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. 5: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 6: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431- 3670). 7: 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 ** doc: Cond -10/06 D10 -025 Printed: 02 -02 -2010 • 0 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 pres j o give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work Signature: Print Name: grXclikK Date: 002 /0 doc: Cond -10/06 D10 -025 Printed: 02 -02 -2010 • CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.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 ** Site Address: 3J % *&vdr P L y D ` kaor /4 Tenant Name: 2cA k >L Property Owners Name: CeA4Q1e. Mailing Address: Zip King Co Assessor's Tax No.: Suite Number: Floor: New Tenant: ❑ Yes ❑..No 460230'i -- g061/ City State TACT PERSON who do:we'contact.when,your permit.is ready,to b`e issaed; Y.- t Name: Mailing Address:1 E -Mail Address: G(4 402 1v cr to 4_ 1= Day Teleph ne ZIWI NO 9E City Fax Number: 876 -0266 State Zip 60tRAL CONTRACTOR INF01411410N :'1•4 (Contractor Information for Mechanical (pg 4) for P mbmg'and Gs Ptpmg'(pg15))tw" Company Name:1 " ` t M 1.� U-S_4 - +i Q'jt.& Mailing Address: ltl bc Mei 66�.L1. ✓I: SE' Contact Person: Nifel M imactx 1 JZM&oc'd WA- Wort City sta�e Zip Day Telephone '7o(�4 7Q --61.6 6( Fax Number: q J Expiration Date: ©7/ 221 JO ID E -Mail Address: 110 Contractor Registration Number: MP � $'C 747 7 CH•TECT OF- RECORD R�Il::plans musttie wet stamped tiy., Arcliftct�oC.Record Company Name: Mailing Address: City Contact Person: Day Telephone: E -Mail Address: Fax Number: State Zip ENGINEER OF RECORD - Alt pl -atls' must be wet stamped by E gieer bilte rd { Company Name: Mailing Address: City Contact Person: Day Telephone: E -Mail Address: Fax Number: H:Upplications\Forms- Applications On Line\2009 Applications \1 -2009 - Permit Application.doc Revised: 1 -2009 bh State Zip Page 1 of 6 V Valuation of Project (contractor's bid price): $ 1 `7 7 l a Scope of Work (please provide stekb 'detailed information): w re-Pea/7 u 477 V72,, s/6( L. Exist -n: Building Valuation: $ Rue Will there be new rack storage? ❑ Yes P0°1 6 ❑.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square FootageBelow 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. H:\Applications \Forms - Applications On Line\2009 Applications \I -2009 - Permit Application.doc Revised: 1 -2009 bh Page 2 of 6 Existing Interior Remodel , Addition,:to .: ..,, Existing, •' Structure -. :. New : • °TYpe "of .. Construction .per TYpe-of • Occupancy per 1St Floor 2"d Floor 3rd Floor • Floors : thra• ::Baseinen• Accesso'ry Structure* ':A£tached'( r•1age -Deta ched Garage : ' Attached: Carport; ., '• ^Detached.Carport': :Covered =Deck . Uncovered Deck 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. H:\Applications \Forms - Applications On Line\2009 Applications \I -2009 - Permit Application.doc Revised: 1 -2009 bh Page 2 of 6 d • PERMIT APPLICATION ;• NOTES;- Appllcal le to`all' permlts ><n thi$4appl><cationo,;. 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 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 Signature: AGENT: Print Name: Date: — — [ Day Telephone( ' 7 6 ' - - 0 2 6 / Mailing Add -ss: City State Zip Date Application Accepted: 00-1,110 Date Application Expires: rn i,21 Ito Staff Initials: H:V pplications\Forms- Applications On Line\2009 Applications \1 -2009 - Permit Application.doc Revised: 1 -2009 bh Page 6 of 6 PLUMBING AND GAS PIPING PERMIT. INFORMATI.ONN' =; PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: Mailing Address: City State Zip Day Telephone: Fax Number: Expiration Date: Contact Person: E -Mail Address: Contractor Registration Number: Valuation of Project (contractor's bid trice): $ Scope of Work (please provide detaile information): Building Use (per Int'l Building Code): Occupancy (per Int'I Building Code): Utility Purveyor: Water: 81/4 Indicate type of plumbing fixtures and /or gas piping ou\` s bein stalled and the quantity below: Sewer: Fixture Type: Qty Fixture Type: \ !, "' Fixture Type: Qty Fixture Type: Qty Bathtub or combination bath/shower Bidet P;r� Clothes washer, domestic Dental unit, cuspidor Dishwasher, domestic, with independent drain Drinking fountain or water cooler (per hea.` Food -waste grinder, commercial Floor Drain Shower, single head trap Lavatory \ash fountain 1. Receptor, indirect waste Sinks Urinals W Closet Building sewer and each trailer park sewer Rain water system — per drain (inside building) Water heate d/or vent ' �p Industr': waste treatment intercept including trap and vent, e pt for kitchen type grease i - rceptors Each grease trap (connected to not more than 4 fixtures - <750 gallon capacity) Grease interceptor for commercial kitchen (>750 gallon capacity) Rep . i� or alteration of wa/ piping and /or water t r tment equipment ° Repair or alterl4,.n of drainage or vent ing Medical gas piping system serving 1 -5 inlets /outlets for a specific gas Each additional medical gas inlets /outlets greater than 5 r' ' is ackflow protective device other than atmospheric -type vacuum breakers 2 inch (51 mm) diameter or smaller Backflow protective I - ice other than atmospheric ..e vacuum breakers over 2 `'' inch (51 mm) diameter ` Each lawn sprinkler system on any one meter including backflow protection devices Atmospheric -type vacuum ,'� breakers not included in lawn sprinkler backflo . -. protections (1 -5) Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections over 5 Gas piping outlets H Upplications\Forrns- Applications On- Line'2009 ApplicationsU -2009 Permit Application.doc Revised: 1-2009 bh Page 5 of 6 ! 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 Parcel No.: 2623049064 Address: 3S9 STRANDER BL TUKW Suite No: Applicant: CHASE BANK ATM RECEIPT Permit Number: D10-025 Status: PENDING Applied Date: 01/27/2010 Issue Date: Receipt No.: R10 -00138 Initials: User ID: Payee: JEM 1165 Payment Amount: $191.65 Payment Date: 01/27/2010 12:21 PM Balance: $0.00 PAVEL MINCHUK, MPM CONSTRUCTION TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA - Authorization No. 030669 ACCOUNT ITEM LIST: Description 191.65 Account Code Current Pmts BUILDING - NONRES STATE BUILDING SURCHARGE 000.322.100 187.15 640.237.114 4.50 Total: $191.65 PAYMENT RECE, VED doc: Receipt -06 Printed: 01 -27 -2010 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit /Jro roz5 PERMIT NO. (206)431 -3670 tAj6. e � 4..r. T ( Type rrA A :r 4 �— rib.' A Lr Address: aee. 359 _SirA� Date Called: Special Instructions: &1orCpf 7Z F J4'L Date Wanted: / a.m. 5_41 1 - ffO `p Requester: Phone No: t��} / --I "U /4P -262(4 ElApproved per applicable codes. ❑ Corrections required prior to approval. 1. COMMENTS: ravc'.e% rAe l— Of7 V‘i-c. Inspec Date 60 00 REINSPECTION FEE ' EQUIRED. P for to inspection, fee must be ai a at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Rec =ip No.: Date: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION V-, .6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 b1O -02S Projec • Type of s on: Ad'ress: 359 sty-a#'O Date Called: Special Instructions: Date Wanted: a.m. Requester: Phone '4'2,-S— No: V j/ 2 proved per applicable codes. Corrections required prior to approval. COMMENTS: J /:., 1)814 : / -- i trcd/ ? - In sector Date: 3—/ /• EINSPECTION FE REQUIRED. Prior to inspection, fee must be 6300 Southcenter lvd., Suite 100. Call to schedule reinspection. R- -Ipt No.: Date: 4 -01 -09 Philadelphia Sign Company Sht. 1 of 4 File : PhiladelphiaSgn068a.mcd Site : Chase Bank Terminal ID: WA2782 South Center 359 Strander Boulevard Tukwila, Washington 98188 FILM COPY Permit No. Sign Type : 9'=6" x 12' -10" x 5' -1 3/4" deep ATM canopy mounted to island footer. Drawing No. B- 33181A sheets 1 thru 14 of 14 and B- 33181C 1 thru 6 of 6. Design loads are based on the Washington State Building Code - Chapter 51-40 WAC (20 and 90 mph winds. Design Wind Speed : ( mph.) V := 90.0 Importance Factor : I := 1.00 Based on Category II, Non - Hurricane Prone Regions with V = 85 -100 mph Velocity Pressure Coefficent at a Height of Less Than 15', Exposure C : Kz := 0.85 Topographic Factor : Kzt := 1.00 Based on 6.5.7.2 Wind Directionality Factor : Kd := 0.95 Based on Table 6-4 Velocity Pressure : ( PSF) qz := 0.00256•Kz•Kzt•Kd•V2•I qz = 16.744 Force Coefficent : Cf := 1.5 Based on Table 6-20 Gust Effect Factor : G := 0.85 Taken from 6.5.8.1 for Rigid Structures Design Pressure : ( PSF ) F:= gz•Cf•G F = 21.349 Use : WL := 21.5 Design Snow Load : ( PSF) SL := 20.0 Based on Ground Snow Loads. REVIEWED— CODE COMPLIANCE FEB 0 2 2010 Ckof Tukwila BUILDING DIVISION Reference : Manual of Steel Construction, AISC 13th Edition. Tube : ASTM A -500 Gr. B Fy = 46.0 ksi. Fb = 30.36 ksi. ; Fv = 18.40 ksi. Plate : ASTM A -36 Fy = 36.0 ksi. ; Fb = 23.76 ksi. Mounting Bolts : ASTM A -307 Fu = 60.0 ksi. ; Ft = 20.00 ksi. ; Fv = 10.00 ksi. Anchor Bolts : ASTM F -1554 Gr. 36 Fu= 58:0 ksi. ; Ft = I9.14-ksi. ; Fv = 14.40 ksi. Design Loads at EL 8.83' : Wind Load : Canopy : Cnpy := [(} 12.83 WL I (0267 Summation : ( ft.lbs.) MtWL := Cnpy MtWL = 61.605 Cnpy -= 61.605 Offset Dead Load : ft.lbs. (� 4.151 Canopy : Cnpy := (4.15.12.83.6.5) -L\ I + 1.83 Cnpy = 1351.479 ft.lbs. 2 Summation : ( ft.lbs.) MtDL = Cnpy MtDL = 1351.479 Offset Snow Load : Canopy : Cnpy : = (4.15.12.83•SL)-L(4�5) + I.83] Cnpy = 4158.395 Summation : ( ft.lbs. ) MtSL := Cnpy MtSL = 4158.395 ft.lbs. RECEIVED JAN 2 / 1010 PERMIT CENTER 1710 -p25 4 -01 -09 Combined Moment : Summation : (&lbs. ) Combined Shear : Summation : (ft.lbs. ) Philadelphia Sign Company MtComb := MtWL + MtDL + MtSL MtComb = 5571.479 Shrcomb = [(1).12.83.wL] + (4.15-12.83-6.5) + (4.15-12.83-SL) ShrComb = 1594.876 Design of Canopy Mounting Bolts : Mounting Bolt Diameter : (in.) MntBltDia := 0.375 Number of Mounting Bolts in Tension : NoTen := 4 Front to Back Distance Between Mounting Bolts : (in.) LvrArm := 16.0 MtComb' 12 Tension Load per Mounting Bolt : (lbs.) TenMntBlt NoTen•LvrArm MntBltDia Stress Area : (in 2) MntBltArea :_ ( Based on nominal diameter per AISC 4-3) 4 Allowable Tension : ( lbs.) AllwTen := 20000- MntBltArea AllwTen = 2209 Sht. 2 of 4 TenMntBlt = 1044.65 MntBltArea = 0.11 TenMntBlt Unity Check - Mounting Bolt Tension : UCMntTen AllwTen Number of Mounting Bolts in Shear per Sign : NoShr := 8 ShrComb ShrMntBlt Shear Load per Mounting Bolt : ( lbs. ) NoShr Allowable Shear : ( lbs.) AIlwShr := 21000-MntBltArea AIlwShr = 2319 UCMntTen = 0.473 < 1.00 OK ShrMntBlt = 199.36 ShrMntBlt Unity Check - Mounting Bolt Shear : UCMntShr :- Unity Check, Combined : AllwShr UCMntShr = 0.086 < 1.00 OK UCComb = UCMntTen + UCMntShr UCComb = 0.559 1.00 OK Design of Canopv Mounting Plate : Plate Thickness : (in.) PItThk := 0.25 Plate Width : (in.) PLW := 7.0 Plate Specimen : (in.) PLS = 1.00' Minimum Thickness Required-: in j[Te(nMnpLwll3213t-7P6LoS)-6 i ReqdThk = 0 .194 Req (' ) RegdThk := UCCnpyPltThk := RegdThk UCCnpyPltThk = 0.777 < PltThk Unity Check : Canopy Mounting Plate Thickness Design Loads at Base Plates : Wind Load : [(.i).i2.83.wi].[( 1 Canopy: Cnpy:= 27 I + 8.83 Cnpy = 1685.413 ft.lbs. Cladded Poles : CldPoles := (8.83.10.38• WL)•( 8.83 2 CldPoles = 8700.16 ft.lbs. PER Summation : (ft.lbs.) MtWL := Cnpy + CldPoles MtWL = 10385.573 1.00- OK 4 -01 -09 Philadelphia Sign Company Sht. 3 of 4 Offset Dead Load : Canopy : Cnpy := (4.15. 12.83.6.5)•[( 4.15 2 J + 1.83 Cnpy = 1351.479 Summation : ( ft.lbs.) MtDL := Cnpy MtDL = 1351.479 Offset Snow Load : Canopy : Cnpy := (4.15.12.83• SL) [(--) + 1.83 I Cnpy = 4158.395 Summation : ( ft.lbs.) MtSL := Cnpy MtSL = 4158.395 Combined Moment : Summation : ( ft.lbs.) MtComb := MtWL + MtDL + MtSL ft.lbs. ft.lbs. Mt(mb = 15895.447 Combined Shear : [(__).12.83.wi] Summation : ( ft.lbs.) ShrComb + (8.83.10.38•WL) + (4.15.12.83.6.5) + (4.15.12.83•SL) 12 ShrComb = 3565.467 Design of Supports : Moment per Support : ( ft.lbs.) MtSprt := MtComb MtSprt = 7947.723 2 Tube Supports : TS 3" x 3" x 3/16" wall - Ixy : (in.4) Ixy := 2.60 Area : (in ?) A := 2.02 Distance from Outer Edge of Tubes to Centroid : (in. ) Out to Out of Tubes : (in.) Frm := 17.0 ( Based on smaller frame. ) 3.0 x: =— x =1.5 2 Extreme Fibre to Neutral Axis of Frame : (in.) c.:= Fnn c = 8.5 2 Distance Between Neutral Axis of Frame to Centroid of Tube : (in. ) Combined Moment of Inertia : (in 4) Icomb := 2•[Ixy + (A•dz)] Icomb = 203.16 Bending Stress : ( psi.) :_ (MtSprt 12) -F7n Icomb ShrComb Shear per Support : (lbs.) ShrSprt 2 ShrSprt Shear Stress : ( psi.) fv := fv = 882.541 A fb = 7980.585 ShrSprt = 1782.734 Unity Check - Combined : UCComb = fb fv + 30360 18400 Design of Anchor Bolts : Anchor Bolt Diameter : (in.) AnchBltDia := 0.625 Number of Anchor Bolts in Tension per Plate : NoTen := 2 UCComb = 0.311 < 1.00 OK t 4 -01 -09 Philadelphia Sign Company Front to Back Distance Between Anchor Bolts : (in.) LvrArm := 19.0 ( Based on smaller support ) Tension Load per Anchor Bolt : ( lbs. ) MtSprt• 12 TenAncBlt NoTen.LvrArm Stress Area : (in.2) AnchBltArea :— AnchBltDia2 ( Based on nominal diameter per AISC 4-3 ) Allowable Tension : ( lbs.) AllwTen 19140•AnchBltArea Unity Check - Anchor Bolt Tension : Number of Anchor Bolts in Shear : TenAncBlt UCABTen AllwTen NoShr := 4 ShrSprt Shear Load per Anchor Bolt : ( lbs.) ShrAncBlt := NoShr Allowable Shear : ( lbs.) AllwShr := 14400•AnchBltArea AIIwShr = 4418 Unity Check - Anchor Bolt Shear : UCABShr := ShrAncBlt UCABShr = 0.101 < AllwShr Unity Check - Combined : UCComb := UCABTen + UCABShr UCComb = 0.528 < 4 TenAncBlt = 2509.81 AnchBltArea = 0.307 AllwTen = 5872 UCABTen = 0.427 < 1.00 ShrAncBlt = 445.68 Allowable Bond Stress : (lbsJ in.2 ) Developement Length : (in. ) 1 C 4.8.43000 1 U := —• it U= 105.163 4 AnchBltDia TenAncBlt Ld := Ld = 12.155 U•n•AnchBltDia Embedment Length of 30" Anchor Bolt minus 3" of Thread Projection : (in. ) 1.00 Sht. 4 of 4 OK OK 1.00 OK AncBltEmb := 30 — 3.0 AncBltEmb = 27 Unity Check —Anchor-Bolt Embedment : UCABEmb := Ld UCABEmb -= 0.45 < AncBltEmb Design of Base Plate : Plate Thickness : (in.) PltThk := 0.625 Plate Specimen : (in.) PLS := 2.75 Minimum Thickness Required : (in.) Reqdnik ReqdThk = 0.539 — Plate Width : (in.) PltWdth := 12.0 1.00 OK Unity Check : Base Plate Thickness ReqdThk UCBasePltThk PltThk UCBasePltThk = 0.862 < 1.00 OK ~ 4 -01 -09 File : PhiladelphiaSgn068b.mcd Site : Chase Bank Terminal ID: WA2782 ri^ .Derinw, -,n,.v.,,,.,,! ;r ,,•eft;��4 .�.. South Center 359 Strander Boulevard Tukwila, Washington 98188 Sign Type : 10' -0" maimun clearance headache bar for ATM mounted to existing island footer. Drawing No. B- 33181B sheets 1 thin 4 of 4. Design Toads are based on the Washington State Building Code - Chapter 51 -40 WAC( 2006 IBC ) using Exposure C and 90 mph winds. Philadelphia Sign Company Sht.1 of 4 K. iFEdE'C®PY �. Permit Igo. Design Wind Speed : ( mph.) V := 90.0 Importance Factor : I := 1.00 Based on Category II, Non - Hurricane Prone Regions with V = 85 -100 mph Velocity Pressure Coefficent at a Height of Less Than 15', Exposure C : Kz := 0.85 Topographic Factor : Kzt := 1.00 Based on 6.5.7.2 Wind Directionality Factor : Kd := 0.95 Based on Table 6-4 Velocity Pressure : ( PSF) qz := 0.00256- Kz•Kzt- Kd•V2'I qz = 16.744 Force Coefficent : Cf := 1.5 Based on Table 6 -20 Gust Effect Factor : G := 0.85 Taken from - 6.5.8.1 for Rigid Structures Design Pressure : ( PSF) F := gz•Cf•G F = 21.349 Use : WL := 21.5 Design Snow Load : ( PSF) SL := 20.0 Based on Ground Snow Loads. Reference : Manual of Steel Construction, AISC 13th Edition. Tube : ASTM A -500 Gr. B Fy = 46.0 ksi. ; Fb = 30.36 ksi. ; Fv =18.40 ksi. Plate : ASTM A -36 Fy = 36.0 ksi. ; Fb = 23.76 ksi. Reference : 2005 i ilti North American Product Technical Guide KB3 2005 PTG Supplement - Rev. 2 : Kwik-Bolt3 Expansion Anchors Ann: Design Loads at EL 10.0' : Wind Load:. Arm := [4.75.().WL1-(1.-t-21) 12 Arm = 121.273 Summation : (ft. bs.) MtWL := Arm MtWL = 121.273 Dead Load : (4.75 Arm : Arm := (4.75.11.97) -I 2 Summation : ( ft.lbs. ) Snow Load : (-435) Arm := 1 4.75 12� SLl Arm = 75.208 ft.lbs. Canopy : ft.lbs. Arm = 135.037 ft.lbs. MtDL := Arm MtDL = 135.037 Summation : ( ft.lbs) MtSL := Arm MtSL = 75.208 REVIEWED FOR CODE COMPLIANCE FEB 0 2 2810 City of Tukwila BUILDING DIvicinWW - ' RE EIVED ciTY o1 TUI WLA JAN 2 7 2010 PERMIT CENTER t4002; 4 -01 -09 Philadelphia Sign Company Sht. 2 of 4 Combined Moment : Summation : ( ft.lbs. V L (MtDL + MtWL)2 + (MtL + MtWL)21 • MtComb W MtComb = 322.955 Combined Shear : Summation : ( ft.lbs. ) ShrComb [4.75.(_).wL] + (4.75.11.97) + [4.75{_±J.sL] Design of Clearance Arm : Section Modulus of Tube : (in 3) TS 6" x 4" x 3/16" wall - (y-yaxis) Bending Stress : ( psi.) fb fb = 884.808 TS 6" x 4" x 3/16" wall - TubeArea := 3.28 ShrComb Bending Stress : ( psi.) fv := f = 42.557 TubeArea Area of Tube : (in.2 ) M tComb •12 TubeSM TubeSM := 4.38 ShrComb = 139.587 fb f < 1.00 OK Unity Check - Combined : UCComb := + UCComb = 0.031 30360 1-8401 Design Loads at Base Plate : Wind Load [4.75.(-6 : 1 l r 1 Arm : Arm = 1 . WL].[(25J + 9:75 Arm = 510.625 ft.lbs. Pole : Pole := [9.75.(-6 1 WL1 (.75 9 12 JI\ 2 J 1 Pole = 51-0.961 ft.lbs. Summation : ( ft.lbs.) MtWL := Arm + Pole MtWL = 1021.586 Torsion from Offset Wind Load : Ann := [4.75 I 12J WLl 14 2 5 I Mm = 121.273 ft.lbs. Summation : ( ft.lbs.) \ MtTorWL := Arm MtTorWL = 121.273 Torsion from Offset Dead Load : Arm : Arm = (4.75 11.97)•(4.751 Arm. = 135.037 ft.lbs. l Z 11 Ann: Summation : (Rlbs. ) MtTorDL := Arm MtTorDL = 135.037 Torsion from Offset Snow Load : Arm : Arm := 1 4Summation-: (ft.lbs.) MtTorSL := Arm MtTorSL = 75.208 Arm = 75.208 ft.lbs. Combined Moment : Summation : (Rlbs.) MtComb MtWL + MtTorDL + MtTorSL MtComb = 1231.831 • 4 -01 -09 Combined Shear : Philadelphia Sign Company Sht. 3 of 4 Summation : ( lbs.) ShrComb [4.75.().wL] + [9.7s.(__'.wLi + (4.75.11.97) + 14.75•(11•SL ShrComb = 244.399 L \ Design of Pole : Tube : TS 6" x 4" x 3/16" wall - Width : (in.) Wdth := 6 Depth : (in.) Dpth := 4 Wall Thickness : (in.) wt := 0.1875 Area : (in.2) A := 3.28 Section Modulus : (in:3) SM := 4.38 Torsional Stiffness Constant : (in.4 ) Bending Stress : ( psi. ) Tube Diagonal : (in. ) fb TubeSM MtComb.12 fb = 3374.879 r( 1 2 c := l L\ W l (2 wt 1 2 + L\ th/ (2 wt)J + (2 wt) ShrComb Shear Stress : ( psi.) fv Torsional Stress : ( psi. ) A fv = 74.512 ft :_ MtTorWL• 12•c J Combined Shear Stress : ( psi. ) Unity Check - Combined : ft = 650.979 c = 3.462 "Comb V L(fv + ft)2 + 2J "Comb = 974.737 fb "Comb UCcomb := + 30360 18400 Design of Mounting Bolts : Mounting Bolt Diameter : (in. ) MntBltDia := 0.625 Number of Mounting Bolts in Shear : NoShr := 8 Shear Load per Mounting Bolt : ( lbs. ) UCComb = 0.164 < ShrComb ShrMntBlt .— NoShr ShrMntBlt = 30.55 n - 0.56602 Shear Area : (in 2) ShrArea .:= ( Based on basic pitch diameter per AISC 4 -3) 4 Allowable Shear Load per Mounting Bolt : ( lbs. ) Unity Check - Shear : UCShr ShrMntBlt AllwShr ShrArea = 0.252 1.00 OK AllwShr := ShrArea•9900 AllwShr = 2490.909 UCShr = 0.012 < 1.00 Number of Mounting Bolts in Tension : NoTen := 2 Front to Back Distance Between Mounting Bolts : (in.) LvrArm := 8.0 OK • 4 -01 -09 Philadelphia Sign Company Sht. 4 of 4 Tension Load per Mounting Bolt : ( lbs.) TenMntBlt :_ MtComb' 12 NoTen• LvrArm n • MntBltDia2 Tension Area : (in 2) TenArea :_ ( Based on nominal diameter per AISC 4-3) 4 Allowable Tension : ( lbs.) AllwTen := 19140- TenArea AllwTen = 5872 Unity Check - Tension : Unity Check - Combination : TenMntBlt UCTen AlIwTen TenMntBlt = 923.87 TenArea = 0.307 UCTen = 0.157 < 1.00 UCComb = UCShr + UCTen UCComb = 0.17 Check of Hilti Kwik Bolt 3 Expansion Anchors : Diameter of Kwik Bolt : 5/8" Embedment Depth : 3 -3/4" Allowable Tension Load : ( lbs.) AllwTen := 2185 Allowable Shear Load : ( lbs. ) Unity Check : Hilti Anchor Tension AllwShr := 3020 TenMntBlt UCHiltiTen AllwTen UCHiltiTen = 0.423 OK Unity Check : UCHiltiShr :_ Smolt UCHiltiShr = 0.01 < 1.00 Hilti Anchor Shear AllwShr NOTE : Use 5/8" diameter HILTI Kwik Bolt 3 fasteners in existing island footer. Design of Base Plate : Plate Thickness : (in.) PlateThk := 0.50 Side to Side of Outer Mounting Bolts : (in. ) Plate Specimen : (in. ) Plate Width : (in.) PLW := 12.0 BltSprd := 9.0 f (LvrAnn2 + BltSprd2) — f (6.02 + 4.02) PLS :- 2 PLS = 2.415 OK Minimum Thickness Required : in _ j[TenMntBwIt.N2o3T7en60;PLS.6] ReqdThk = 0.306 Requ ( ) RegdThk :— RegdThk < 1.00 OK Unity Check : UCP1tThk = UCPItThk = 0.613 PlateThk WORK SITE ADRESS: SOUTH CENTER 359 STRANDER BLVD TUKWILA, WA 98188 FIELD WORK: CHASE CO REVIEWED FOR CODE COMPLIANCE APPROVED FEB 0 2 2010 V City of u iIa BUILDING VISION 1. INSTALLATION OF AN AUTOMATIC TELLER MACHINE (ATM. 2. INSTALLATION OF PRE - FABRICATED CANOPY. 3. CANOPY BOLTS TOGETHER (PAD- LEGS -TOP) NOTES: OCCUPANCY TYPE1 B BUILDING CODE NOTES: 1. ALL CONSTRUCTION SHAL RESPECTS WITH CITY (SEE ABOVE) PLANNING & ZONING AND BUILDING REGULATI ❑NS, AND GOVERNING AUTHORITIES INCLUDING ADA CALIFORNIA TITLE 24 ENERGY CONSERVATI ❑N AND HANDICAP ACCESSIBILITY. 2. BUILDING CODE1 2006 -$- REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. yrOt 1 2006 (A43G 2006 Cni 12P.A? A M €CHAN CAL -mac TILL. 2006 ,. 20 1 I CDR►. 1 20 E T OE CODE 1L L'�'iL -f SIC I .2C fat 'ice a Krig County GIS Center King Street Center 201 S. Jackson R. Suite 706 Seattle, WA9B104 glee*. tde4ft kingcounty.gor + 47.59909 N - 122.33136 W +47° 35'5672" -122° 19'52.90° Legal description CONTACT: TOM BELL Imp lementat on Solutions Services Inc. 1101 S. Acacia Ave. Fu l l erton, CA 92831 714. 738. 7935 Ext: 205 DRAWING INDEX PAGE 1 COVER PAGE PAGE 2 SITE OVERVIEW PAGE 3 EXISTING SITE PLAN PAGE 4 PROPOSED SITE PLAN PAGE 5 CANOPY INSTRUCTION FiLit COPY Permit No.. - P∎0-1U2 Plan review approval is subject to errors and omissions. Approval of consbuction documents does not authorize the violation of any adopted s o mance. Receipt of approved Field 1,,- acknowledged: By . PVT Date: LOT 1 OF CRY OF TUKWILA SHORT PLAT NO 01-9-SS RECORDING NO 92094019 SAM SHORT PLAT DAF - POR OF SW 114 OF NE 114 -BEG SWCOR OF NE 114 TH N 01- 10.24E 1293.57 FT TO S IdG N OF STRANDER BLVD TH S 98 -1533 E 6135F T TO POB TH S 01 -44-27 W63 FT TAP OF TANGENT CURVE CONCAVE TO NE RAD OF 130 FT TH SELY ALG SD CURVE THRU ARC OF 3427-01 ARC LENGTH OF 70.17 FT TH S 88 -15.33 E 212.17 FT TH S 01-44-27W62 FT TH S 00 -1333 E 9 FT TN S 0444-271A1 62 FT TH N 08-15-33W 133 FT TH S 01-44-27W 150 FT TH N 00-15-33W492.33 FT TH S SalesfQuit Claims/Transfers Sale Sale price Buyer date 03.01 -19991 $0 REGENCY CENTERS SA Andres Dmmlentslalase 209912009 WAMU WIRELESS ATM\SaRh Cente.$south Ce ter -dw9 Seiler REOENCY REALTY Excise tax numt 1575059 Recording I Instrument Sale number type reason 1999032618301 Bargain and Other Sales Deed City Of 1U fa BUILDING DIVISION 1290 • 9021 0287 Y. 2• 0132 10 so 9104 9107 0020 9128 4129 901.7 9076 9005 SiKRN_OER @5.W - ._:. = 0070 9144 9743 9906 17.75 01 9001 9172 0045 0042 0048 TnfCuOa 0042 D:]S0 0060 9094 0080 9493 1:00 0032 9030 0061 9140 9097 9034 1828A Lot? bon been canpUed M K910 Grimly staff &GT v end ref auras .nab. w :cN.nge ?ph= �tle.. Kbg•se snake .ss:taprasaadcbns or- PARCEL MAP # 2623049054 260,410 SQ FT AREA 417 -9_1_ SEPARATE PERMIT REQUIRED FOR: Mechanical Electrical Plumbing Gas Piping City of Tukwila BUILDING DIVISION • RECEIVED CITY OF TUKWILA JAN 272010 PERMIT CENTER VICINITY MAP 9.41111.0 _ ewit:e n a - - -40900t11a• °sa°mu m20w T4S Mau L - ?S'! o- PHOTO: EXISTING ELEVATION SAAndre's DocumentAChase 2009%2E09 WARN WIRELESS A'RRSouth CenterLSouth Centw.dwg PHOTO WITH RENDERING: PROPOSED ELEVATION CODE FOR CODE COMPLIANCE APPROVED FEB 0 2 2010 City of Tukwila BUILDING DIVISiniv RECEIVED CITY OF TUKWILA JAN 2 7 2010 PERMIT CENTER SITE OVERVIEW - - - PAGE 2 CHASE- DATE - RI : 04/18/09 SOUTH CENTER Implemental:in Solution Services Inc 1101 S. Acac 359 STRANDER BLVD St Fullerton, CA 22835 ia awe TUKWILA, WA 98188 714.738.7935 342 (E) PARKING SPACES- 18' x 9" TYP. STRANDER BLVD NO NEW PROPOSED PARKING X94' -7" TM TO BE EXCHANGED GRASS (E)BUILDING 5,457 SQ FT ONE STORY GRASS SIDEWALK -EXIT - •ENTRANCE of 4 S:% dre's Doau"eMS1Chase 2009 %2009 WA74U WIRELESS AT4%.9dAn C Certer.drp EXIT ENTRANCE \v-- EXIT ENTRANCE a -EXIT ENTRANCE 1 RASE 168' -0" (E)BU1LDING 50,849 SQ FT ONE STORY REVIEWED FOR CODE COMPLIANC APPR IVED FEB 0 2 2010 City of Tukwila BUILDING DIVIR n I ( E)BUILDING 20,789 SQ FT! ONE STORY ( E) SITE PLAN SCALE: " = 5_Cr-C) PAGES . -ENTRANCE -EXIT DATE - a1:oa18lOB SOUTH CENTER RECEIVED CITY OF TUKWILA JAN 2 7 2010 PERMIT CENTER CC 0 CC w 0 z CHASE. • 359 STRANDER BLVD TUKWILA, WA 98188 Implemematlm Solution Smvlces Inc . j F1101 S. A92e 5 3 714.738.7935 STRA\DER BLVD NEW HEADACHE BAR NEW LIGHT POLE NEW ATM WITH VE CANOPY GRASS ( SIDEWALK (E) BJILDI \G GRASS GRASS 2 P's TRASH RECEIVED CITY OF TUKWILA JAN 2 7 2010 PERMIT CENTER S:LAndre's Doasments \Chase 20092009 WAMU WIRELESS ATMSouth GorterLSouth Centor.avag PARTIAL SITE PLAN ."— scALE: 20:6" - PAGE 4 - R1 - • bi4ASE DATE - R1 :04/16/09 SOUTH CENTER 359 STRANDER BLVD TUKWILA, WA 98188 Implementation Solution SeMces Inc Aff1101 S. Acacia ave / Fullerton, CA 92835 714.738.7935 CHASE CANOPY INSTALLATION 1) Locate left side column (painted nickel with Chase copy) and install on anchor bolts- level so the aluminum column clad is approximately 1/8" above the top of the concrete pad. Do not tighten down anchor bolt nuts until canopy roof is installed. Remove the column clad access panel on the inside leg of the column & set aside. 2) Locate right side column (painted blue) and install on anchor bolts so access panel faces toward "inside" of canopy - level so the aluminum column clad is approximately 1/8" above the top of the concrete pad. Do not tighten down anchor bolt nuts until canopy roof is installed. Remove the column clad access panel on the inside leg of the column & set aside. 3) Remove the white pre-coat aluminum panel (containing LED's for lighting the "Chase" copy) from the left side column & set aside; also remove the panel mounting brackets. This gives easier access to the mounting points for the column to the canopy. 4) Leaving the shipping stands on the canopy roof, lift by these stands and carefully position the roof above the two support columns - lift as level as possible to minimize scratches on canopy underside from the columns. As the canopy is lowered onto the columns, feed the liquid- tight & LED cables down into the left side column; at the same time make sure the roof drain tube from the canopy engages into the PVC downspout at the top of the right side column. There are alignment pins on the canopy underside which will slide into holes in the column top plate. Level the columns by adjusting anchor bolt leveling nuts so the canopy sits flush on the column top plates. 5) Bolt up into canopy thru column top plates with Hex head bolts, lock washers & flat washers (provided). Check to make left side column clad is flush with the canopy top back side. The right side column clad is to align with the canopy at the back & right side. There is also an alignment clip at the back of the right side column- screw thru this clip up into canopy to keep column clad- canopy back aligned. Tighten all mounting hardware & anchor bolts. 6) Install the roof logo onto the plate provided on the canopy roof using shims provided to level the logo. The two LED supply wires from the roof clip to the logo wires from the bottom of the logo. Attach wires and verify illumination after electrical hook- up in step #7. LED wires will need to be reversed if logo does not light. • Note- The "Chase" canopy LED's and the roof logo are powered by the Permlight 250 -12DC unit located at the bottom of the left side column. 7) Hook up the short piece of /d' liquid- tight cable to 4 "x 4" junction box (with photocell on cover) at the top of the left side column - This is the primary wiring for the canopy lighting. 8) The long length of 1" liquid -tight cable runs thru the canopy to the camera unit- a fish line is provided in the liquid- tight to pull the camera cabling to the unit. 9) Tie incoming electrical supply into the 4 "x 4" junction box at the bottom of the left side column, complete camera cable hook- up & verify that mounting and anchor bolts are tightened. Re- install the LED panel & mounting bracket & test light the unit - The photocell must be covered to simulate darkness for the unit to Tight. 10) Remove the shipping stands from the canopy top & install (4) 2 "x 2" snap- in plastic caps (provided) over the bolt point tubes; apply a bead of silicone sealant all around the ton of the tubes before installlne the snap- in covers! Please photograph all (4) points to verify this has been completed! 1 1) Re- install the column access panels and touch up any scratches. Touch up access panel screws. 12) Wipe down unit & verify lighting is operational. CHASE CANOPY INSTALLATION HARDWARE ITEMS PROVIDED Bolting support columns to canopy (9) 3/8 "x 1 %a" hex head steel bolts (9) 3/8" lock washers (9) 3/8" flat washers Right side column to canopy (2) 410 tek screws Roof logo attachment (4)' / "x 1" stainless steel hex head bolts (4) 'A" flat washers (stainless steel) (4)''A" lock washers (stainless steel) (4)''A" stainless steel hex nuts (2) pieces 1 "x 2"x .050 aluminum shims (2) pieces 1 "x 2 "x .063 aluminum shims Canopy support shioni _g stand tubes (5) 2 "x 2" snap -in plastic caps Column access panels (extras) (6) 48 x'4" stainless steel c/sunk sheet metal screws Touch- up pain( (1) bottle nickel M PI 8101 touch- up (1) bottle blue MP49353 REVIEWED FOR ODE COMPLIANCE APPROVED FEB 0 2 2010 City of Tukwila UILDING DIVISION 1. BOLT LEGS TO PAD PER IT'S STANDARDS. 2. BOLT TOP TO LEGS PER IT'S STANDARDS. 3. BOLT LEGS TO TOP PER IT'S STANDARDS. MANUFACTURING DETAIL WET STAMPED AND SIGNED BY LOCAL LICENSED STRUCTURAL ENGINEER, ATTACHED FOR REFERENCE ONLY S:\A dre's Doammn610Wse 2009u009 WAMU WIRELESS ATr4\SaM Cente4South Center.dwg JPMC CANOPY INSTALLATION INSTRUCTIONS l: DATE _ R, : OVt9A9 PAGE 5 CHASE SOUTH CENTER 359 STRANDER BLVD TUKWILA, WA 98188 Implementation Welton Services Inc ggam�1�.! 1101 S. Asada are fJ�air1 Fufofon, CA 92835 714.738.7935 a_:...: i+: S. G.:::.: 63. 11 .2Y.CF:.R'A."i4A:..�:�:.:� ^6': ._. i. •.C�K .::..."�4[u •.. . CONSTRICION DRAWING CHASE DRIVE -UP CANOPY • W/ UNIVERSAL PAD PLAN P90 ATM (W/ UNIVERSAL DOG HOUSE) 1 30# WIND LOAD I m REVIEWED FOR CODE COMPLIANCE APPROVED FEB 0 2 2010 © City of Tukwila BUILDING DIVISIn�' EQ 5/8. LEFT SIDE a. ®FS- Canopy -S -3 3' -0 1/2' SCALE: 1/4 • l'-0' 9' -II 3/4' ,■ 1/8" Aluminum Routed Sign Face For Left Side Column ; Paint Nickel MP -18101 t2 .3 5 Thermoformed 6046 Blue Acrylic Octagon Face .090' Aluminum Returns Painted Nickel MP -18101 1/8" Aluminum Cladding - Paint Blue MP • 00366 Canopy Perimeter Frame Constructed Of 2" x 8' x 1/8" Rectangular Aluminum Tube Welded Into One Unit - Front Edge Mitered To 47 Degree Angle ; Paint Entire Canopy Blue MP - 00366 %J Recessed Down Ught To Be Rudd # RCO -12 100 Metal Halide 120 Volt W/ flush Lens 1/8" Aluminum Cladding Attached To Canopy Underside Framing - No Exposed Fasteners ; Paint Blue MP - 00366 8 Roof Drain With Screen 9 3/8' Aluminum Plate Octagon Painted White - Pin Mount 1/8" Off Aluminum Cladding 10 Letters To Be 3/4' Thick ClearAcrylic push Thn► With 3832 - 20 Matte White Vinyl First Surface & 3635 - 70 Diffuser Second Surface 1/8" Aluminum Cladding ; paint Nickel MP -18101 1/8' Aluminum One Piece Roof Pan Fully Welded At Comers And. Penetrations To Eliminate Water Leaks - Slope As shown; Paint Blue MP - 00366 13 Enclosure For Camera - Model Determined & Supplied By Bank RIGHT SIDE SCALE; /4'.1'_0' RECEIVED CITY OF TUKWILA JAN 2 7 2010 \® PERMIT CENTER Philadelphia Sign C O M P A N V 707 West Spring Garden Street Palmyra, New Jersey 08065 Phase 856 829 U60 F 856 8549 CUSTOMER: CHASE ! i JOB' NUMBER: WA 2782 REVISIONS: �ii1�Ll�•h igifealfrAWAIIIr DRAWING TYPE: Construction SIGN TYPE: M •ma Load Small-MU ATM Canopy, P90 ATM, Unfit Pad Plan, Wl Univ. Doghouse (5.92) Amps Q 120 Volts ELEOMICALEMEN (1) 20 Amp/120 Volt Ctnxrits LOCATION: WA 2182 39QSfrander Blvd Tukwila, WA 98188 CONTENTS QF T111S DRAWING TO INCLUDE GENERAL REQl,I • Complete Construction Plans. IBC - 106.1, 1062 • The Owner Shall-Designate A Registered Design Professional As The Responsible Design Professional In Charge. IBC - 1.08.3.4 BUILDING ELEMENTS • Structural Frame. IBC - 601, Tables 801, 602 DESIGN LOADS (CHAPTER 16) • Roof Live Loads IBC - 1603.3, 1607 • Roof Snow Loads IBC -1608 • Ground Snow Load IBC -1608 • Wind Loads IBC - 1603.1.4, 1609 • Main Force Wind Pressures IBC - 1603.1.4, 1609 • Seismic Design Category IBC - 1603.1.5, 1613 -1623 DATE 03-27-09 DRAWN BY: JMG SNEE D 1of14 DWO NUMBER: B- 33181A THIS B AN ORIGINAL UNPUBUSFED DRAWING CREATED BY P.SC.O. P IS SUBMITTED FOR YOUR PERSONAL USE INCOMAJNCTK N WITH A PROJECT MG PLANNED FOR YOU BY P.S.CO. IT IS NOT TO BE SHOWN TO ANYONE OUTSIDE YOUR ORGANIZATION ON NOR IS R TO BE USED, COPIED, REPRODUCED, OR WONTED W ANY FASHION. 9 9 11° 1/4" Thk x 7" x 21° Steel Match Plate. Full Weld Around Columns 1 YW "x1 '/z x1/8 "x3 "Long Steel Angle Clips Welded To Column © 3 Places On Front Side. 3° x 3" x 3/16" Square Steel Columns Welded To Match Plate & Base Plate FRONT SIDE 1 -1/2" x 1 -112" x 1/8" Long Steel Angle Clips Welded To Column @ 3 Places On Back Side. 1'-9" cowsraur.no� DRAWING 1 30# WIND LOAD 1/4"Thkx 7"x 21° Steel Match Plate 7/16' Holes For 318" Hardware 3° 0 Wire Hole MATCH PLATEDETAIL SCALE: 1 -112" = l' -0" 4° 1' 10" Equal Equal 4" 1 -1 2° x2° Steel Tube Spreader Welded To Columns 54 N LEFT SIDE COLUMN SCALE: 1° = 1'-0° 5/8 "Thkx 12°x22" Steel Match Plate Steel Base Plate. Weld Continuous Under Both Steel Support Columns. Double Nut Attach To Anchor Bolts. Finish Grout As Shown 3" x 3' Columns SCALE: 1- 5/8 "Thkx 12" x 22" Steel Match. Plate 3/4" Holes For 5/8° Anchor Bolts RECEIVED 4" 0 Aralelg TUKwILA IEWED FOR JAN 2 7 2010 CODE COMPLIANCE APP - 'NE FEB 0 2 2010 City of Tukwila BUILDING Ding inn! PERMIT CENTER Philadelphia Sign C O M P A N Y 707 West Spring Garden Street Palmyra, New jersey 08065 Phone 856 8291160 F¢ 856 829 8549 • amflOphilad 1pddas(gn.00aa CUSTOMER: CHASE ! i JOB NUMBER: WA 2782 REVISIONS: • Air11s / •A lfil i i 11 — DRAWING TYPE Construction SIGN TYPE: 30# Wind wad Small D/U ATMSanopy, P90 ATM, Univ. Pad Plan, WI Unix. Doghouse LOCATION: wA V82 390 StranderBliod Tukwila, WA 98188 r DATE: - 03 -27-09 , DRAWN BY CMC/JMG SHEET: 2of14 DWG NUMBER: B- 33181A THIS IS AN OREM UNMESHED DRAWING CREATED BY PSC.O. IT IS SUBMITTED FOR YOUR PERSONAL USE 04 CONJUNCilON-WITH A PROJECT BEING PLANNED FOR YOU BY P.S.C.O. IT 5 NOT TO BE SHOWN TO ANYONE OUTSIDE YOUR ORGANIZATION NOR IS IT TO BE USED, COPED, REPRODUCED, OR EXHIBITED IN ANY FASHION. v rn CONSTRUCTION DRAWItIG 1 30# WIND LOAD 1 /4 "Thkx7"x21° 51\_ Steel Match Plate 1 -1/2" x 1 -1/2" x 1/8" x 3" Long Steel Angle Clips Welded To Column @ 3 Places On Front Side. 3° x 3° x 3/16° Square Steel Columns Welded To Match Plate & Base Plate 1 -1/2" x 1 -1/2" x 1/8" x 3" Long Steel Angle Clips Welded To Column @ 3 Places On Back Side. REVIEWED FOR otocell At Top Of Column CODE COMPLIANCE APPROVED FEB 0 2 2010 City of Tu BUILDING DI r. A,- 3355' LED's Attached Between Columns (See Detail) Locate In Upper Portion Behind Routed Copy Area 2° x 2° Steel Tube Spreader 5/8" Thk x 12° x 22° Steel Match Plate 4" x 4° Junction Box 11" (Between Columns) Disconnect Switch At Top Of Column 3° x 3° Columns .050" White Precoat Light Baffles Push Thru Chase Copy & Formed Logo LEFT SIDE COLUMN LIGHT FIXTURE DETAIL SCALE: 3° = 1' -0° WIRING DIAGRAM :Q!TUKMLA JAN 2 7 2010 RMIT CENTER .0500 White Aluminum Precoat Removable Panel Sloan °Great White° LED Lighting Philadelphia Sign C O M P A N Y ' 707 West Spring Garden Street Palmyra, New Jersey 08065 Pkoee 856 829 1460 Fast 856 829 8549 snallephlisdelpMasigneem CUSTOMER CHASE :i JOB NUMBER: WA 2782 REIA8IONS: BY: CANOPY LC PERMUGHT 250-13C POWER SUPPLY ILDI Switch Shuts -Iro o All Components G ' ISION 3.0 Amps 120V Terminal Block Mounting Screw PERMUGHT 250.00 POWER SUPPLY FOR UPS Photo Cell Contr+olaA® LED Lighting(Copy On L.H. Column Cover & Roof Logo. Terminal Block Mounting Screw Green A (2) Downlight Fixtures 1.1 Amps Each Total 2.2 Amps @ 120v (1) LED Power Supply For AS LED Lighting (Left Canopy Support) 1.0 Amps Each Total 3.0 Amps @ 120v INCOMING ELECTRICAL POWER Circuit #1 Circuit #2 Circuit #3 From LED Panel From Roof Logo From Roof Logo On Left Column On Top Of Canopy On Top Of Canopy : SION TYPE 301, Wind wad Small DIU ATM Canopy, P90 ATM, Unix Pad Plan. W1 Univ. Doghouse LOCATION: wn2162 39OStrandar Blvd Tukwila. WA 98188 DATE: r 03-27 -09 DRAWN BY: CMC/JMG sE 3 of 14 DWG-NUMBER: B-33181A ELECTRICAL -LOAD (5.2) Amps © 12CtVofts ELECTRICAL REQ'MTS (1) 20 Amp/120_ Volt Circuits Note: We sign m Intended to be Installed In accordance 600 of the National Beaded ded code � 1 codes. This Includes proper grounding end bonding of the elpn. THIS 5 AN ORMAL UNPUBUSHED DRAWING CREATED BY P.S.C.O. IT IS SUBAtlTTED FOR YOUR PERSONAL USE PLCON R NOTION WITH A PROJECT BEING PLANNED FOR YOU BY P.S.CO. IT 1S NOT TO BE SHOWN TO ANYONE OUTSIDE YOUR ORGANIZATION NOR IS R TORE USED, co PED, REPRODUCED, OR EXHIBITED IN ANY FASHION. `v 9 O REVIEWED FOR CODE COMPLIANCE A y ROVED FEB 0 2 2010 City of Tukwila BUILDING DIVISION /'-- 193/4° --7 7" x 27 -1/8" x 1/4" Steel Match Plate Full Weld Around Columns (2) 3° x 3° x 3/16" Steel Columns Welded To Match Plate & Base Plate N 2" 4-1/2" 2'-3 1/8" 1' -10 3/4° CONSTRUCTION ' 1 30# WIND LOAD (4) 7/16° Dia Holes For 3/8° Dia Hardware 1-1/2" x 1 -1/2" x 1/8" x 3" Long steel Clips Welded To Column - (3) Places On Ea Side 1/4" Thk x 7" x 27 -1/8" Steel Match Plate t r — Dia IDia Holes 3 x 3" Steel Tube Sprea to i °•____ 71,12 ___ _F ' Dia Welded To Columns Anchor Bolts 5 1/4° RIGHT SIDE COLUMN SCALE: r = 1' 0' MATCH PLATE DETAIL (Looking Up From Below) SCALE: 1 -1/2" = 1' 0" (2)3"x3 "x3/16" Steel Columns 3" Dia Wire Hole FRONT SIDE 13 -3/4" x 33" x 5/8"Thk Steel Base Plate Welded To Columns Steel Base Plate. Weld Continuous Around Both Steel Support Columns. Double Nut Attach To Anchor Bolts. Finish -Grout As Shown 3° x 3° Steel Columns 5/8" Thk x 12" x 33" Steel Match Plate 1' -7 3/4" BASE PLATE DETAIL SCALE: 1 -1/2" = 1' 0" CIRECEIVED CITY JAN 2 7 ZU10 PERMIT CENTER rp Philadelphia Sign C O M P A N 707 West Spring Garden Street Palmyra, New jersey 08065 Mee 856 829 I460 F°=856 829 8549 attaapithadelpktasign.com CUSTOMER: CHASE ! i JOB NUMBER: WA 2782 REVISIONS: Deer Dew: DRAWING TYPE Construction SIGN TYPE: 301-wind Load E Small D/U ATM Canopy, P90 ATM, _ Uni% Pad Plan, W/ Unix Doghouse LOCATION: WA 2782 390 Strandar Blvd Tukwila, WA 98188 DATE: 03 -27-09 DRAWN BY: CMC/JMG Sty. 4of14 DWO NUMBER: B- 33181A THIS IS AN ORIGINAL UNPUBLISHED DRAWING CREATED BY P:S.C.O. IT IS SUBMITTED FOR YOUR PERSONAL USE IN CONJUNCTION WITH A PROJECT Bps PLANNED FOR YOU BY P.S.C.O. IT E NOT TO BE SHOWN TO ANYONE OUTSIDE YOUR ORGANIZATION NOR IS R TO BE USED, COPED, REPRODUCED, OR DOMED IN ANY FASHION. /Roof Pan Sloped To Drain 1/8° Steel Plate W/ 3/8" Hex Steel Nuts Welded In Place - Attach Plate With Epoxy & (2) Flat HD. Machine Bolts Slope r r 2" x 4" x 1/8' Wan Aluminum Tube Cross Members Fully Welded To 2" x 8° Aluminum Perimeter Frame 2" x 4" x 1/8" Wall Aluminum Tube Cross Member - Fully Welded To 2" x 8° Aluminum Perimeter Frame Aluminum Bolt Alignment Pin Welded To 3/8" Plate In Canopy - Use For Alignment Of Canopy To Column During Installation LEFT COLUMN MOUNTINGDETAIL SCALE: 3" = t' 0" 318" Thick Aluminum Plate - Bevel Edges & Fully Weld To 2" x-4" Aluminum Cross framing And 2" x 8" Perimeter Tube. 1/4° Steel Match Plate Welded To 3" x 3" x 3/18' WaU Support Columns 3" x 3" x 3116" Walt Steel Columns CONSTRUCTION DRAWING B 30# WIND LOAD Philadelphia Sign C O M P A N Y 707 West Spring Garden Street Palmyra, New Jersey 08065 Po: 856 8291460 Fcc 856 829 8569 c CODE Agnano vet) FEB 0 2 2010 /L iiyof Tukwi'(Mi RECEIVED CITY OFTUKILA JAN 2 7 2010 PERMIT GENIE CUSTOMER: CHASE 0 JOB NUMBER: WA 2782 REVISIONS: Date: Descatption: DRAWING -TYPE Construct oa SIGN TYPE: 30tvw,a Load SmaLDA) ATM Candy, P90 -ATAA, UnI .Pad-Plan. WJ.Univ. Doghouse LOCATION: veal 390StranderBlvd Tukwila, WA 98188 DATE: 03-27-09 DRAWN -BY: CMC/.JMC SHEEP. 5of14 DWG NUMBER: B- 33181A THIS IS AN COWL UNPUBU€ DRAWING.CREATTD BY P.SC.O. IT IS SUBMITTED FOR YOUR PERSONAL USE BI CONJUNCTION WITH A PROJECT BEING PLANNED FOR YOU BY P.S.C.O. IT IS NOT TO BE SHOWN TO ANYONE OUTSIDE YOUR ORGAMZATION NOR IS IT TO BE USED, COP®, REPRODUCE OR EXHIBITED IN ANY FASHION. r Roof Pan Sloped / To Drain Slope r r 2' X 3° X 1/8" Wall Aluminum Tube Cross Member Fully Welded To 2° x 8' Aluminum Perimeter Frame Aluminum Bolt Alignment Pin Welded To 3/8° Plate In Canopy - Use For Alignment Of Canopy To Column During Installation RIGHT COLUMN MOUNTING DETAIL SCALE: 3" = 1' 0' \,.__. 1/4' Steel Match Plate Welded To 3° x 3" x 3/16" Wall Steel Column /— 1/8" Steel Plate W/ 3/8" Hex Steel Nuts Welded In Place - Attach Plate With Epoxy & (2) Flat HD. Machine Bolts 2° x 8" Perimeter Aluminum Tube Frame At Canopy CONSTRUCCION DRAINING 30# WIND LOAD 3/8° Thick Aluminum Plate - Bevel Edges & Fully Weld To 2" x 4' Aluminum Cross Frami And 2° x 8° Perimeter Tube. — 3/8" Plated Steel Hardware Attachment Columns - Canopy 3" x 3" x 3/18° Wall Steel Columns REVIEWED FOR CODE COMPLIANCE APO =° flyer) FEB 0 2 2010 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWLA JAN 2 7 COW PERMIT CENTER Philadelphia Sign C O I M P A P1 Y 707 West Spring Garden Street Pabnyra, New Jersey 08065 Maw 856 129 7460 Far 856 829 8569 E-eseth 444710F4t8444p1t6tsign.ccua CUSTOMER CHASE O JOB NUMBER: WA 2782 REVISIONS: 'DOR oesalpdorr BY -r . km. Aff, 2 i ., =1.'2021VA:I to 054 11+1 1 rG1 k', SIGN TYPE 308 Wend coed SUNUNU ATM Canopy, P90 ATM, Unix Pad Plan, W/ Unix Doghouse. LOCATION: wn2782 398 Standar Blvd Tukwila, WA 98188 DATE: 03 -27 -09 _DRAWN-BY: CMC/JMG SHEET: 8of14 DWO NUMBER: B- 33181A THIS IS API ORIGINAL UNPUBLISHED LISHED DRAWING CREATED BY P.S.C.O. IT - IS SUBMITTED FOR YOUR PERSONAL USE IN.CONJaNNCTION WITH 'A PROJECT BED PLANNED FOR YOU BY P.S.C.O. IT B NOT TO BE SHOWN TO ANYONE OUTSIDE YOUR ORGAMZATION NOR IS TT TO BE USED, COPIED, REPRODUCED. OR EXHIBITED IN ANY FASHION. co Weld 1" x 1" Alum. Angles Along Open End Set Down 1/8" From Edge For Attachment Of Back Panel Octagon To Be Thermo Formed 6046 Blue Acrylic Attached To 3/4" Clear Push Thru 1 /8"Aluminum Back Panel. Place Slight --�� Pre -Roll Top To Bottom.. Attach With Counter -Sunk Screws. 4--- 1/8" Aluminum Panel Routed & Bent As Shown. Paint PMS300 Semi Gloss Blue. 2 ?, LEFT SIDE COLUMN CLAD 3/4" Clear Acrylic To Push Thru W. 1st Surface Decorated-w/3M 3630 -20 White. 2nd Surface Decorated w/3M Diffuser 3635 -70. LetterRetums To Remain Mill Acrylic Finish. LEFT SIDE COLUMN CLAD BACK PANEL, Steel Support Columns Weld Angle Clips Two Places On Front & Back Side Of Steel Columns CONSTRUCTION n�wiwu 130# WIND LOAD REV,; D CO COMP CE APP. ED 3 il9 sib City Of kwi BUILD �, �.� "j0 COLUMN CLAD ATTACHMENT REVIEWED F5 CODE COMPLIANCE APPROVED FEB 0 2 2010 City of Tukwila BUILDING DIVIRInnl Stud Wetd Fa Alum. Angle Clips In Position Inside Column Cover On 8" Side. Locate Directly Over Top Of Steel Angle Cups On Column & Tek Screw To Steel gips. Place At (3) Places Front & (3) Plac es.Back 33457 rig, ��'',l01 "tee; L', ,0$ �(\ y . :Pr' e; if 20F 1 RECEIVED RE CITY OF TUKWILA JAN 2 7 Lu1u `PR 2 PERMIT CENTER PERMI r) 2009 C TE'F Philadelphia Sign C O M P A H 707 West Spring Garden Street Palmyra, New Jersey 08065 Pitons 856 829 7160 Fat 856 629 8549 CUSTOMER: CHASE 0 i JOB NUMBER: WA 2782 REVISIONS: Date wft_GTtittivn Tulsa, OK 14136 DRAiMNGTYPE Construction SIGN TYPE 30a. Veld t SmaI-0/U ATM Canopy, P90 ATM, Usk Pad Plan, W/ Univ. Doghouse LOCATION: WA1 390 Shams Blvd Tukwila, WA 98188 DATE: 03-27-09 DRAWN BY: CMC/JMG SHEET: 7of14 DWG NUMBER: B- 33181A THE is AN ORIGINAL UNPUBUSHED - DRAWING CREATEDBY PSC.o. R IS SUBMITTED FOR YOUR PERSONAL USE IN COMRACTEN WITH A PROJECT BED PLANNED FOR YOU 8Y-P.S.00. IT E NOT TO BE SHOWN TO ANYONE OUTSIDE YOUR ORGANIZATION NOR IS IT TO BE USED, COPED, REPRODUCED. OR EXHIBITED IN ANY FASHION. 0 RIGHT SID COLUMN CLAD t/ A� r Weld 1" x 1° Alum. Angles Along Open End Set Down 1/8' From Edge For Attachment Of Back Panel 3/8" Alum. Plate Routed Logo Painted White. Attach To Clad With 1/4° Studs. Space Off Panel 1/8" This Face To Interior Of Canopy 1/8" Aluminum Panel Routed & Bent As Shown. Paint PMS 300 Semi - Gloss Blue Weld Alum. Angles In Place To Land On Steel Angle pips On Columns For Clad Attachment. This Face To Exterior Of Canopy 1/8" Aluminum Back Panel. Place Slight Pre-Roll Top To Bottom. Attach With Counter -Sunk Screws. Paint PMS 300 Semi - Gloss Blue • • • • • • • RIGHT SIDE COLUMN CLAD BACK PANEL ;._ ((mS11W1iON OMAN 130# WIND LOAD 1 REVIEWED F CODE COMPLI NC APPROVED E FEB 0 2 2010 City of Tukwila BUILDING DIVIRirmi Eo RECEIVED CRY OF TUKW ILA JAN 2 7 [UiU PERMIT CENTER R EI. D APR PEHMIT,' ER Philadelphia Sign C O M P A N 707 West Spring Garden Street Palmyra, New Jersey 08065 Mom 855 829 I460 Fat 8568298549 CUSTOMER: CHASE ! i JOB NUMBER: WA 2782 REVISIONS: Data DesalPIllorc • Br 'Ni1117 ki DRAWING TYPE: Construction SIGN TYPE: sal wine Load Smell D/U ATM Canopy, P90 ATM, Univ. Pad Plan, W/ Univ. Doghouse LOCATION: 390Stfender Blvd Takata, WA 98188 DATE: 03-27.09 DRAWN BY: CMC /JMG SHEET: 8of14 DWG *UMBER: B- 33181A THIS 5 AN OPAL UNPUBUSHED DRAWING CREATED BY P.S.C.O. IT IS SU8 4TTED FOR YOUR PERSONAL USE IN-CONJUNCTION WITH A PROJECT MG PLANNED FOR YOU BY P,S.CO. IT 6 NOT TO BESHOWN TO ANYONE OUTSIDE YOUR ORGANIZATION NOR IS IT TO BE USED, COPED, RED, OR EXHIBITED IN ANY FASHION. 2' -51/2° 8" 4'-6 1/4" 12' -10 " CODEGEbMP � CONSTRICION FEB 0 2 1010 DRAWING City of Tukwil IVISI'iu 4'-6 1/4" 30# WIND LOAD 8" — 1" x 2° RectangularAluminum Roof Panel Supports Welded To Frame 2° x 4° Rectangular Aluminum Tube Welded To 3/8" Plate & Perimeter Frame 2" x 4" Rectangular Aluminum Tube Welded To Perimeter Frame CANOPY FRAME-DETAIL (UNDERSIDE) SCALE: 1° = 2" x 3" Rectangular Aluminum —' Tube Welded To Perimeter Frame & To 3/8° Aluminum Plate. 2" x 8" Rectangular Aluminum Tube Perimeter Frame Welded Into One Unit 9 CITY OF TUKWILA JAN 2 7 2010 PERMIT CENTER RE IV APR 2 1'109 PERMIT TEt Philadelphia Sign C O M P A N Y 707 West Spring Garden Street Palmyra, New Jersey 08065 Ozone 856 8231460 - For 856 829 8549 CUSTOMER: CHASE 0 JOB NUMBER: WA 2782 REVISIONS: Tulsa, OK 74136 baradt33:YEz DRAWING TYPE: Construction SKIN TYPE 308 W31# Load Small DIU ATM Canopy, P90 ATM, Unity Pad Plan, W/ Univ. Doggy LOCATION: WASZaz 390 Strender Blvd - Tukwila. WA 98188 ,DATE - 03-27-09 DRAWN BY: CMC/JMG SHEET: 9_of14 DWG NUMBER: • B- 33181A THEE AN ORIGINAL UNPUBJSHEDD DRAWING CREATED BY PSCA. R IS SUBMITTED FOR YOUR PERSONAL - USE IN CONJUNCTION WITH A PROJECT BEING PI ANNED FOR YOU BY P.S.C.O. MIS NOT TO BE SHOWN TO ANYONE OUTSIDE YOUR ORGANIZATION NOR IS-IT TO BE USED, COPIED, RED, OR EXHIBITED IN ANY FASHION. 1 i 3/8" Thk Aluminum Plate Welded • T 1 3/8' Thk Aluminum Plate Welded 1� 1 1 NM ,mb /- 6 °--,1 a To 2' x 4" Rectangular Cross Tubes T L. : ,. o a� a a>• -I � rI i 1111- ! �w���ris �' C CODE ! i` , :RAN: N 7I2ofoa 1 1 — 1" x 2° RectangularAluminum Roof Panel Supports Welded To Frame 2° x 4° Rectangular Aluminum Tube Welded To 3/8" Plate & Perimeter Frame 2" x 4" Rectangular Aluminum Tube Welded To Perimeter Frame CANOPY FRAME-DETAIL (UNDERSIDE) SCALE: 1° = 2" x 3" Rectangular Aluminum —' Tube Welded To Perimeter Frame & To 3/8° Aluminum Plate. 2" x 8" Rectangular Aluminum Tube Perimeter Frame Welded Into One Unit 9 CITY OF TUKWILA JAN 2 7 2010 PERMIT CENTER RE IV APR 2 1'109 PERMIT TEt Philadelphia Sign C O M P A N Y 707 West Spring Garden Street Palmyra, New Jersey 08065 Ozone 856 8231460 - For 856 829 8549 CUSTOMER: CHASE 0 JOB NUMBER: WA 2782 REVISIONS: Tulsa, OK 74136 baradt33:YEz DRAWING TYPE: Construction SKIN TYPE 308 W31# Load Small DIU ATM Canopy, P90 ATM, Unity Pad Plan, W/ Univ. Doggy LOCATION: WASZaz 390 Strender Blvd - Tukwila. WA 98188 ,DATE - 03-27-09 DRAWN BY: CMC/JMG SHEET: 9_of14 DWG NUMBER: • B- 33181A THEE AN ORIGINAL UNPUBJSHEDD DRAWING CREATED BY PSCA. R IS SUBMITTED FOR YOUR PERSONAL - USE IN CONJUNCTION WITH A PROJECT BEING PI ANNED FOR YOU BY P.S.C.O. MIS NOT TO BE SHOWN TO ANYONE OUTSIDE YOUR ORGANIZATION NOR IS-IT TO BE USED, COPIED, RED, OR EXHIBITED IN ANY FASHION. 2' x 4" Rectangular Aluminum Tube Welded To 3/8" Plate & Perimeter Frame 2' x 8° Rectangular Aluminum Tube Perimeter Frame Welded Into One Unit 1/8 " Alum. Fabricated Roof Pan. – Break Form & Weld Into Perimeter Frame. No Holes Allowed In Roof CONSTRUCTION 1Th\W I4G 2" x 3" Rectangular Aluminum —, Tube Welded To Perimeter Frame & To 3/8" Aluminum Plate. 30# WIND LO .' 2' -5 1/2" 58 -112' k intsnedl 4' -61/4" 3/8" Thk Aluminum Plate Welded To Tube Frame 1 -11r [yP SECTION THRU CANOPY SCALE: 1' =1'-0" 4'-6 1/4" t /8" Aluminum Roof Panel. No Expos Fasteners. Tack Weld in Underside Panel-Before Attaching Top Roof Pan L. a —I CE 1/8° Alum. Fabricated Roof Pan. Break Form & Weld Into Perimeter Frame. No Holes - Allowed In-Roof Roof Drainage To Comply With Chapter 11 Of The 2000 UPC CO ®E�lNEDFOR COMPLIANCE AP`P'ROVED FEB 0 2 2010 Fully Weld :1-1/2" Dia. Round Pipe To Roof. Logo To Have 2" Round Pipe To Sleeve Over 1 -1/2" Pipe. Pin Bolts w/Rubber Washers ity of Tukwila ILD DIVISI RED I r APR 2 _009 PERMI ►' TEI Hole For Downspout ROOF PANEL, NOT TO SCALE IMPORTANT Fully Weld All (4) Comers On Pan Interior F. Philadelphia Sign C O M P A N Y 707 West Spring Garden Street Palmyra, New jersey 08065 Fka*r 856 829 I460 £ 856 829 8549 6-math CUSTOMER: CHASE ! i JOB NUMBER: WA 2782 REVISIONS: Date oesortalorC B Tulsa, OK 74136 Iioense _ #gz= DRAWING TYPE Fill In Comers w/FuI1.Weld & Grind Smooth Side Bends Taper From 1 " At Oli'e,TM O EIVED End To-2 -1 /2" At Other End G JAN 272010 PERMIT CENTER SIGN TYPE 30ewww Load SmaID/U ATM Gamy, P90 ATM; UnhM Pad Plan, W/ Unity Doghouse LOCATION: W 2782 390 Studer Blvd Tub WA 981138 DATE: 03 -27-09- DRAWN BY CMC/JMG SHEET: 10 of 14 DWG NUMBER: B-33181A THIS is M4 0R1G1NAL UNPUBUSI D DRAWW6 CREATED BY P.S.C.O. R IS SUBMITTED FOR YOUR PERSONAL USE W CONJUK ZION Wim A PROJECT BEING PLANNED FOR YOU BY P.S.C.O. R B NOT TO BE SHOWN TO ANYONE OUTSIDE YOUR ORGANIZATION NOR IS if TO BE USED, COPIED, REPRODUCED, OR EXHIBITED IN ANY FASHION. 1 -1/2" T • CONSTRUCTION 130# WIND LOAD 1/8° Alum. Fabricated Roof Pan. Break Form Pan Shape & Weld All Comers. 1-1/2" Return Flange All Around. 149 -5/8" ROOF PAN LONGITUDINAL SECTION SCALE: 1° = 1'-0" 5g -117' � Ti ed' } 1 -1/2" 1 -1/2" Return Range All Around • 4'-1 0 5/8" ROOF PAN TRANSVERSE SECTION iRSEVIEWED R CODE COMPLIANCE P} EVE FEB 0 2 2010 1 1/2" E 34.5; Ci o fy f Tukwila £ ILDING DIVisinm FIR V4 ,• t wog RECEIVED CITY OF TUKWILA JAN 272010 ERMIT CENTER ROOF PANEL NOT TO SCALE Philadelphia Sign C O M P A N 707 west Spring Garden Street Palmyra, New Jersey 08065 Pko*e 856 829 7460 Roc 856 829 8549 email: oteaOpkiladelphaivc o". CUSTOMER: CHASE CO JOB NUMBER: WA 2782 REVISIONS: . "Griffin, BPE —430-1-East-soth Licensel-7 DRAWING TYPE: Construction SIGMTYPE: 301 Wind 4 Small D/U ATM Canopy, P90 ATM, UnM Pad Plan, W/ Univ. Doghouse LOCATION: WA 2782 390 Strander Blvd Tukwila, WA 98188 DATE: 03 -27-09 -DRAWN BY CMC/JMG SHEET: 11 of 14 DWG NUMBER: B-33181A THE IS AN ORIGINAL UNPIIBUSHED DRAWING CREATED BY PSC.O. IT IS SUBMITTED FOR YOUR PERSONAL USE IN CONJUNCTION WITH A PROJECT BEING f LANNED FOR YOU BY P.SGO. IT B NOT TO BE SHOWN TO ANYONE OUTSIDE YOUR ORGANIZATION NOR IS ITTO BE USED, COPED, REPRODUCED, OR MEWED IN ANY FASHION. 2' -9 " 9' -2" 26'-6 " 21-0 1/2" -16" 9' -8 /2" Center Line Of Posts 2' -1 " 4' -2 " 5'-O 8'-8 1/2" Base Plate To Base Plate ATM Stub -Up Box 04.4— ' Bollard Installed Only If There Is A I. 2 °H 1' (4 3?t,f ^ ly 1' -7 " r :121,1. V 1 `v .i'i� CONSIBUCTION DIMING n Steel Base Plate Rear Drive Thlu Column Cover P90 ATM Machine Steel Canopy Columns Concrete Pad & Footing 3" Deep Block Out Area For Base Plate Installation. ir Philadelphia Sign C O M P A N 707 West Spring Garden Street Palmyra, New jersey 08065 Phone 856 829 7460 For 856'829 8549 8 CUSTOMER: 2' '-fa IR' 4' 2 I/2• r Headache Bar Light Pole I' -4' $' -4 I/Y 1 /r' 1•-5 . I' -0'1 r 4 I /4' 1 � 2• I' 4.1t CHASE ! i JOB NUMBER: WA 2782 REVISIONS: oats oessrouoit 26'-6 " VARIES COMPLIANC �► PIRnVED FEB 0 2 2010 GE SMALL CANOPY PAD PLAN WITH P90 ATM W/ Doghouse SCALE: 3/8" = l' -0' City of Tukwila BUILDING DIVISI 2' -9 4=2 " 7 -91/2" 6'53/16" 2' 4 -1/16° 2' 1" Headache-Bar 4— Light Pole Steel Base Plate 0, SMALL CANOPY PAD ELEVATION MED P90 ATM W/ DOGHOUSE SCALE: 3/8" = 1' -0" ATM Stub -Up Box Rigid Metal Conduit Feed Below Grade At Minimum Cover Per Nec Table 300-5 P90 Steel Canopy Columns Bollard Universal Dog House 5/8" Anchor Balts -R 1 PERM GENERAL ISLAND. PAD CONSTRUCTION NOTES: All Final &zing Of Base Plate Anchor Bolts, Anchor Bolt Pattern, Concrete, Eta TO Be By A Ucensed Structural Engineer To Meet. Or Exceed AB Applicable Local, State, & National Codes. •AIM Existing Condition, Dimensions, Slopes, And New Dimension To Be.. Verified On Site By Contractor Prior To Start Constnidbn. •Electrical Components To Be Listed And Installed In Accordance With The National 8ectric Codes (NEC) Al Wiring Shall Be 12 GA THHN. •All Signage Will Be UL2161 Compliant And Carry UL Labels. GENERA _ -N__Ge NOTES• •AIM Paint To Be Tinto Part Poly- Urethane By Matthews, G9ase Finish. -All Film To Be 3M Unless Otherwise Stated. •AIM Steel Components To Be Primed With Zinc Inhibitor (Devcon -z Or Approved Equal) •AIM Structural Components To Be Sized By A Licensed Structural Engineer To Meet Or Exceed All Local, State & National Codes. •AIM Electrical Work To Meet Or Exceed U.L. Requirements. -AI Exposed Fasteners To Be Painted To Match Cabinet. SECURITY DATA Alarm & Video Cables To_ Be Routed Up The Column Into Canopy Lid. One 12 Conductor - Stranded - 22 Gauge Alarm Who Puled With A 10ft Coil Whip On ATM End & Into The Branch To The Alarm Panel. Two Rg-59 Plenum Red Coaxal Video Cables Pulled (One With A 10ft Whip For ATM Transaction Camera And One With A 25ft Coil Whip For Canopy Camera) At The Branch End They Need To Be Puled To The DVR. El 009 Concrete Pad & Footi Re-Bar Cage RECEIVED CITY OF TUKwILA JAN 272010 4 111■T 11liiit IUW0P4I6 License # 3347 DRAWING TYPE: Construction SIGN TYPE aw Wind watt - Small DA1 ATM Canopy: P90 ATM, Unhc. Pad -Plan, W/ Univ _Doghouse- LOCATION: WA 2782 390 Sander Ord Tukwila, WA 98488 DATE: 03 -27-09 DRAWN BY: NTE CMC/JMG PERMIT CENTER POWER. REQUIREMENTS; (5) Circuits Required (1) 30 Amp Circuit To ATM (1) 20 Amp Circuit To Dog House Receptacle (1) 20 Amp Ctrcutt To Dog House Surround (1) 20 Amp Circuit To Dog House Air Conditioner (1) 20 Amp Circuit To Canopy SHEET: 12 of 14 DWG NUMBER B- 33181A THIS IS AN OFtIGINAL IANPUB SHED DRAWING CREATED BY PSC.O. IT IS SUBMITTED FOR YOUR PERSONAL USE IN CONJUNCTION WITH A PROJECT BEING PLANNED FOR YOU BY PSC.O. IT IS NOT TO BE SHOWN TO ANYONE OUTSIDE YOUR ORGANIZATION NOR IS R TO BE USED, COPED, REPRODUCED, OR EXHIBITED IN ANY FASHION. 2' -9 1/2" 12' -1O" "8 1 E 3 8" -1/ 9'-8 W Center Line Of Posts 9'-01/2" Column Cover To Column n Cover 1 1 1 i L. -ren..-.r"..ten.- rr..... ..r rr..i -r-r. srr..r. rr, EQ • 33461 4" •VO n k' Lo 04 I EXPWsSi Column Covers CODE COMPLIANCE FEB 0 2 2010 City of Tukwila BUILDING DIVISION - 1- 8" : -1 3'-3 1/10' SMALL CANOPY w/ NCR P90 ATM & UNIVERSAL DOG HOUSE PLAN VIEW SCALE: 3/4" =1' -0" 3" Deep Block Out Area For Base Plate Installation. \NCR P90 ATM Canopy Framework RECEIVED CITY OF TUKWILA JAN 2 7 2010 PERMIT CENTER Philadelphia Sign C D R / I P A N Y 707 West Spring Garden Street Palmyra„ New jersey 08065 Mow 856 8291460 Fax 856 829 8549 F CUSTOMER: CHASE ! i JOB NUMBER: WA 2782 REVISIONS: WV68 �1 �/r111U 1) 1 B� 4301=Easill McOlc-741=3 Liense # 33 w- DRAWING TYPE: Construction SIGN TYPE 306 wndLoad Sma3 D!U ATM Canopy, P9OATM, Univ. Pad-Plan, Wf Univs-Doghouse LOCA71ON: WA21 390 Strand Blvd Tukwila, WA98188 DATE. 03 -27 -09 DRAWN BY CMCIJMG SHEET 13 of 14 DWG NUMBER: B- 33181A THIS IS AN ORIGINAL LUI'UBUSHED DRAWING CREATED BY P.S.C.O. TT IS SUBMITTED FOR YOUR PERSONAL. USE IN CONJUNCTION WITH A PROJECT BE 4G PLANNED FOR YOU BY P.S.CO. R B NOT TO BE SHOWN TO ANYONE OUTSIDE YOUR ORGANIZATION NOR IS IT TO BE USED, COPIED, REPRODUCED, OR EXHIBITED N ANY FASHION. CONSTRUCTION DIMING 2'-9 1/2" Steel Match Plate Steel Base Plate 12' -10" EQ 9'-8 1/2" Center Line Of Posts 0 slill 1 l....i_, a 9'-0 1 :" Column Cover To Column Cover EQ 4" a IL 0 SMALL CANOPY w/ NCR P98 ATM 8 UNNERSAL DOG HOUSE N MEIN SCALE: 3/4" = 1'-0" REVi�vvt0 FOR CODE COMPLIANCE s FE)022010 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWLA JAN 2 7 2010 PERMIT CENTER Column Covers Steel Canopy Columns Steep Match Plate Steel Base Plate 3" Deep Block Out Area For Base Plate installation. Philadelphia Sign C O M P A N Y 707 West Spring Garden Street Palmyra, New Jersey 08065 Marc ash 929 7460 Far 956 929 9549 E4 b amilephiladelplikalgn.com CUSTOMER CHASE ! i JOB NUMBER: WA 2782 REVISIONS: L:iffin, PE 4301 - East - license # 33y/e7 NCR P90 ATM Canopy Framework R-. Eh APR 2009 PERMIT C'. TEF DRAWING TYPE Construction SIGPI TYPE 30# Wald Lam, Small D/U ATM Canopy, P90 ATM, Untrc Pad. Plan. W/ Univ. Doghouse LOAN: WA2782 390 Strander Blvd Tukwila: WA NM DATE: 03 -27 -09 DRAWN BY: CMC/JMG SHEET: 14 of 14 DWG NUMBER: B- 33181A THIS MAN ORIGINAL UNPUNISHED DRAWING CREATED BY P.S.C.O. IT IS SUIBI TED FOR YOUR PERSONAL USE IN CONJJNCTION WITH A PROJECT BUNGPLANNED FOR YOU BY P.S.C.O. IT IS NOT TO BE SHOWN TO ANYONE OUTSIDE YOUR ORGANBzAT1ON NOR IS IT TO BE USED, COPIED, REPRODUCED, OR EXHIBITED IN ANY FASHION. .125' AL1.1I. FILLER PANEL VARIES PER ATM MACHINE. PAINT FINISH CHASE NICKEL. GLOSS FINISH. TOP FILLERS TO BE BREAKFOR1ED. TOP TO SLIDE INTO Z' GLI ATTACHED TO BOTTOM OF OPENING. MECHANICALLY ATTACH SHIM PANEL- FROM INSIDE OF HEADER (SEE DETAIL). SIDE FILLER WHERE REQ'D TO BE MECHANICALLY ATTACHED WITH COUNTERSUNK FLATHEAD STAINLESS STEEL SCREWS. NOTE USE AS - SCREWS AS POSSIBLE TO ENSURE A SECURE 4 F T PA i�* >_ 4 = ■ 114 y , 3' -2 5/8' n in FEB 0 2 2010 O SIDE VIEW SCALE:3 /8'• I' -0' 3'-0 1/8' ()DIEBOLD -QPTEVA 150 SCALE:3/8' • 1'-0' r in ()SIDE VIEW SCALE:3 /8' • 1' -0' SCALE:3/8'• I' -0' Note: This sign is intended to be installed in accordance with the requirements of Article 600 of the National Electrical Code and/or other applicable local codes. This includes proper grounding and bonding of .the slgn. 1- .XF1,•.1141 334(,7�� f (1. °( r® 3' -5 1/4' SIDE VIEW SCALE.3 /8' • I' -0' WINCOR 2350XE SCALE,3/8' ■ 1' -0' USE WITH SIGNATURE CANOPY CNLY R APR PER NOTES: I. .125' ALUM ROUTED SIGN FACE. FORM AS SHOWN. PAINT FINISH CHASE NICKEL GLOSS FINISH. 2. OCTAGON TO BE 3/4' CLEAR ACRYLIC. ROUT BACK 5/8' FROM FACE TO LEAVE AND I/8' THICK CONTINUOUS SHOULDER FACE TO 3. LETTERS TO BE 314' CLEAR ACRYLIC POCKET ROUTED LETTERS. ROUT BACK FACE .625' LEAVING A CONTINUOUS I/8' PERIMETER FLANGE AT BACK FIRST SURFACE DECORATE WITH 311 FILM '3632 -20 WHITE. SECOND SURFACE DECORATE URTI -1 311 DIFFUSER FILM '3635 -10 UNITE. 4. 3/16' BLUE TRANSLUCENT ACRYLIC ACCENT PANEL WITH 3/16' BLACK ACRYLIC RETURNS CONTINUOUS AT PERIMETER. FORM AS SHOLLN. 5. STAINLESS STEEL PIANO HINGE CONTINUOUS ACROSS TOP. 6. .125' ALUM. CLADDING. PAINT FINISH CHASE NICKEL. GLOSS FINISI4 1. OCTAGON TO BE 3M FILM `3632 -121 INTENSE BLUE OVER 3M FILM+1128 -10 WHITE. a. .� •i - t NICKEL, GLOSS FINISH. NOTE: FOR THE WINCOR 2350XE A CUT -OUT 1S REQUIRED FOR THE PROJECTION ON THE SIDE OF THE ATM. 10. .125' ALUM. FLUSHED IN ACCESS PANEL FOR SERVICING LED LIGHTING. PANT FINISH CHASE NICKEL, GLOSS FINISH. SECURE WITH COLNTERSU1( FLATHEAD STAINLESS STEEL SCE PAINT I-IEADS TO MATCH -1. GENERAL NOTES. CI4A8E ATM SIGNATURE SIGNS - ALL PAINTS TO 55 TWO -PART POLY - URETHANE BY MATT1-esie. FiN161-IES AS FOLLOWS: METALLIC PAINTS - GLOSS (85 -90 UNITS CF GLOSS) NON - METALLIC PAINTS - SEMI -GLOSS (60 -10 UNITS OF GLOSS). ALL FILM TO BE 3M UNLESS OTHERWISE STATED: - ALL STEEL COMPONENTS TO BE PRIMED WITH ZINC INHIBITOR (DEVCAN -Z OR APPROVED EQUAL). - ALL STRUCTURAL COMPONENTS TO BE SIZED BY-A LICENSED STRUCTURAL ENGINEER TO MEET OR EXCEED ALL LOCAL, STATE, AND NATIONAL CODES. - ALL ELECTRICAL WORK TO MEET OR EXCEED U.L. REQUIREMENTS. - ALL EXPOSED FASTENERS TO BE PAINTED TO MATCH CABINET. - ELECTRICAL LEADS FROM THE BACK OF ILLUMINATED LETTERS TO 113E A NtINIMLI1 OF 6' -0' LONG AS MEASURED FROM THE BACK OF THE LETTER. MATERIAL SPECIFICATIONS: PAINT, - CHASE METALLIC BLUE - MATTHEUB MP -49353 CHASE BLUE - MATTFEWS MP -00366 (PINS 300) - ATM CHASE NICKEL - MATTHEWS MP -48101 - ATM CHASE DK. NICKEL - MATTHEWS MiP -1814'3 - CHASE NICKEL - MATTHEWS MP -19891 - CHASE DK. NICKEL - MATTHEWS MP -18240 - C4448E UNITE - MATTHEWS MP -33800 SEMI -GLOSS - BLACK - MATTHEWS R4I -306 SIGNAL JET BLACK VINYLS: - CHASE BLUE - 311 3632 -121 - CHASE ALTERNATE BLUE - 3M'3632 -8592 ECHASE OCTAGON BLUE - 3M 3630 -141 �- CHASE NICKEL - VQD128141-1G {� - WHITE OPAQUE - 3M 1125 -10 - 20t1� - WHITE TRANSLUCENT - 3M 3632 -20 UaHITE REF;i-ECTIVE - 3M 680 -10 - L -1f'E DIFFUSER - 3M 3635 -10 L- ACR'rL IC: TMs TRANSLUCENT WHITE - ARISTECH 1328 MATTE FINISH - TRANSLUCENT BLUE - ARISTECH 6046 Li 'ir Philadelphia Sign C O M P A N Y 707 West Spring Garden Street Palmyra„ New Jersey 08065 now 856 8291460 F¢1156829BSf9 E -nvdL• smatephiladefpkiesismanso CUSTOMER: ..�; ECEI D OF CHASE '4272011 Jos NUMBER;ERMI 2 WA 2782 w� Y REVISIONS: !1 + ' 411011 raT41:111% I �! • 1 DRAWING TYPE: CONSTRUCTION SIGN TYPE: UNIVERSAL DOGHOUSE LOCATION: WA2782- 390 StandarEOMd Tuiabga. WA98188 I :Oil D R A : ®V J' _.+ IIR of Tukwj'I : , •INGDim& THIS IS AN ORIGINALUNPUBLEHED DRAWING CREATED BY P.S.CQ IT IS SUBMITTED FOR YOUR PERSONAL USE IN CONJUNCTION WITH A PROJECT BUG PLANNED FOR YOU arP.S.C.O. IT s NOT TO BE SHOWN TO ANYONE OUTSIDE YOUR ORGAMZAT ON, NOR IS IT TO BE USED, COPED, REPRODUCED, OR DOMED IN ANY FASHION. LA 1 0 • 1 USE WITH SIGNATURE CANOPY ONLY I' -9 318' O SIDE VIEW SCALE. 3/4' •I'-0' iA on ()TOP VIEW 1' -4 3/5' SCA' F. 3/4' -1' -0' i EQ EQ ! 1 C 6, BEd w a' ., ... Cif WASifiii, y ` �' *-;!' - t, ;..cif ' °'. v.. e_fi.wi { ..._. _ • _,,,,.,..„ %.,,CS _tom. i I RECEIVED ■ CITY OF TUKWILA JAN 2 7 2010 PERMIT CENTER ExMF •: 1 0 cfI I RF iiPint _.I -a rr 1 1 10' Note: This sign is intended to be installed in accordance with the requirements of Article 600 of the National Electrical Code and/or other applicable local codes. This includes proper grounding and bonding of the sign. CODE IAN QE FEB 0 2 2010 Y -T c SCALE. 3/4' NOTES: L 126' ALUM. ROUTED SIGN FACE. FORM AS SHOUM. PAINT FINISH CHASE NICKEL, GLOSS FINI544. 2. OCTAGON TO BE 3/4' CLEAR ACRYLIC. ROUT BACK B/8' FROM FACE TO LEAVE AND I/8' THICK CONTINUOUS SHOULDER. FACE TO BE - ILOSS. RETURNS TO BE MILL FINISH. FIRST SURFACE DECORATE WITH 311 FILM 3632 -121 BLUE. SECOND SURFACE DECORATE WITH 311 DIFFUSER FILM 3633 -10 WHITE. USE ARTWORK PROVIDED BY DESIGNER 3. LETTERS TO BE 3/4' CLEAR ACRYLIC POCKET ROUTED LETTERS. ROUT BACK FROM FACE .525' LEAVING A CONTINUOUS V8' PERIMETER FLANGE AT BACK FIRST SURFACE DECORATE WITH 311 FILM 3632 -20 WHITE. SECOND SURFACE DECORATE WITH 311 DIFFUSER FILM 3635 -10 WHITE. 4. 3/t6' BLUE TRANSLUCENT ACRYLIC ACCENT PANEL WITH 3/16' BLACK ACRYLIC RETURNS CONTINUOUS AT PERIMETER. FORM AS SHOWN. 5. STAINLESS STEEL PIANO HINGE CONTINUOUS AT Top. 8s .126' ALUM. CLADDING. PAINT FINISH CHASE NICKEL GLOSS FINISH. 1. OCTAGON TO BE 3M FILM '3632 -121 INTENSE BLUE OVER 311 FILM '1128 -10 WHITE. USE ARTWORK PROVIDED BY DESIGNER 8. .125' ALUM. FLUSHED N ACCESS PANEL FOR SERVICING LED LIGHTING. PAINT FINISH CHASE NICKEL, GLOSS FINISH. SECURE WITH COUNTERSUNK FLATHEAD STAINLESS STEEL SCREWS. PAINT HEADS TO MATCH. GENERAL NOTES. CHASE ATM SIGNATURE SIGNS ALL PAINTS TO BE TWO -PART POLY- URETHANE BY MATTHEWS. f1NISI-ES AS FOLLOWS, METALLIC PAINTS - GLOSS (85 -90 UNITS OF GLOSS) NON - METALLIC PAINTS - SEMI -GLOSS (60 -10 UNITS OF GLOSS). ALL FILM TO BE 3M UNLESS OTHERWISE STATED. ALL STEEL COMPONENTS TO BE PRIMED WITH ZINC INHIBITOR (PEVCON -Z OR APPROVED EQUAL). ALL STRUCTURAL COMPONENTS TO BE SIZED BY A LICENSED STRUCTURAL ENGINEER TO MEET OR EXCEED ALL LOCAL, STATE, AND NATIONAL CODES. ALL ELECTRICAL WORK TO MEET OR EXCEED U.L. REQUIREMENTS. - ALL EXPOSED FASTENERS TO BE PAINTED TO MATCH CABINET. - ELECTRICAL LEADS FROM- THE BACK OF ILLUMINATED LETTERS TO BE .4 MINIMUM OF 6' -0' LONG AS MEASURED FROM' THE BACK OF THE LETTER. MATERIAL SPECIFICATIONS, - PAINT. - CHASE METALLIC BLUE - MATTHEWS MP -49353 - CHASE BLUE - MA- TTHEW8 MP -00366 (FITS 300) - ATM CHASE NICKEL - MATTHEWS MP -18101 - ATM CHASE DK. NICKEL - MATTHEWS MP -18149 - CHASE NICKEL - MATTHEWS MP -19891 - CHASE DK. NICKEL - MATT1-EWS MP -18248 - CHASE WHITE - MATTHEWS MP -33800 SEMI -GLOSS - BLACK - MATTHEWS *41-306 SIGNAL .ET BLACK VIMYLs: - CHASE BLUE - 3M 3632 -121 - CHASE ALTERNATE BLUE - 3M1 3632-8592 - CHASE OCTAGON BLUE - 3M 3630 -141 - CHASE NICKEL - VQDI28144IG - WHITE OPAQUE - 3M 1125 -10 - WHITE TRANSLUCENT - 341 3632 -20 - WHITE REFLECTIVE - 311 680 -10 - WHITE DIFFUSER - 311 3638 -10 ACRYLIC: - TRANSLUCENT WHITE - ARISTECH 1328 MATTE FINISH - -- TRANSLUCENT ELLE - AR City of Tukwila BUILDING DIVISInnI r 2009 PERM;` ,. ENTER Philadelphia Sign C O M P A N 707 West Spring Garden Street Palmyra, New Jersey 08065 Mom 856 829 2460 Far 856 829 8549 E -matt• osa1I9ph8 gmcom CUSTOMER: CHASE JOB NUMBER: WA 2782 REVISIONS: off LGiffin, PE 4.110111117:7•111:f IV w��rval �f'14 8 ' T 1 T #Lf ense # 33(47 DRAWINI TYPE: CONSTRUCTION SIGN TYPE: UNIVERSAL DOGHOUSE LOCATION: WA27132 390-ShanderBli Tukwila, WA 98188 DATE: 03 -27-09 DRAWNBY JMG SHEET: 2 of 6 DWG NUMBER: B- 33181C. THIS ,LS AN ORIGINAL UNPUBJSHED DRAWING CREATED BY P.S.C.O. R IS SUBMITTED FOR YOUR PERSONAL USE IN CONJUNCTION NTH A PROJECT BEING PLANNED FOR YOU BY P.S.C.O. IT IS NOT TO BE SHOWN TO ANYONE OUTSIDE YOUR ORGANIZATION NOR IS R TO BE USED, COPIED, REPRODUCED, OR EXHIBITED IN ANY FASHION. USE WIT14 SIGNATURE CANOPY ONLY / r -0' REVIEWED FOR CODE COMPLIANCE APPROVED APR 3 0 2009 City of Tukwila BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE A VEDA FEB 0 2 2010 City of Tukwila BUILDING DIVISION O REAR VIEW Note: This sign is intended-to be installed in accordance with the requirements of Article 600 of the National Electrical Code and/or other applicable local codes. This indudes proper grounding and bonding of the sign. SCALE: 3/4' • I' -0' 2'-0 3/B' 3' P-9 3/8' 6 n I' -9 3/8' ©SIDE VIEW SCALE. 3/4' •I' -0' cm OF TUKW IL JAN 2 7 2010 PERMIT CENTER NOTES: 1. .125' ALUM. ROUTED SIGN FACE. FORM AS SHOWN. PAINT FINISH CHASE NICKEL GLOSS FINISH. 2. OCTAGON TO BE 3/4' CLEAR ACRYLIC. ROUT BACK 5/8' FROM FACE TO LEAVE AND 1/8' THICK CONTINUOUS SHOULDER FACE TO BE GLO8 3. RETURNS TO BE MILL FINISH. SECOND SURFACE DECORATE WITH 311 FILM '3632 -121 BLUE. USE ARTWORK PROVIDED BY DESIGNER 3. LETTERS TO BE 3/4' CLEAR ACRYLIC POCKET ROUTED LETTERS. ROUT BACK FROM FACE b25' LEAVING A CONTINUOUS 1/8' PERIMETER FLANGE AT BACK FIRST SURFACE DECORATE WITH 311 FILM 3632 -20 WHITE. SECOND SURFACE DECORATE WITH 3M DIFFUSER FILM *3635 -10 WHITE. 4. 3/16' BLUE TRANSLUCENT ACRYLIC ACCENT PANEL WITH 3/16' BLACK ACRYLIC RETURNS CONTINUOUS AT PERIMETER. FOR1 AS SHOWN. 5. STAINLESS STEEL PIANO HINGE CONTINUOUS AT TOP. 6. .125' ALUM. CLADDING. PAINT FINISH CHASE NICKEL. GLOSS FINISH. 1. OCTAGON TO BE 311 FILM 3632 -121 INTENSE BLUE OVER 311 FILM*1128 -10 WHITE USE ARTWORK PROVIDED BY DESIGNER B. .125' ALUM. FLUSHED IN ACCESS DOOR WITH STAINLESS STEEL PIANO HINGE. SECURE WITH KEYED 1/4' TURN LOCK AS REO'D. S. PROVIDED LOUVERED GRILL AS REO'D FOR AC VENTING. PAINT FINISH CHASE NICKEL. GLOSS FINISH. GENERAL NOTES. CHASE ATM SIGNATURE SIGNS ALL PAINTS TO BE TWO -PART POLY- URETHANE BY MATTHEWS. FINISHES AS FOLLOWS, METALLIC PANTS - GLOSS C85 -90 UNITS OF GLOSS) NON- METALLIC PAINTS - SEMI -GLOSS (60 -10 UNITS OF GLOSS). ALL FILM TO BE 3M UNLESS OTI-ERUASE STATED. ALL STEEL COMPONENTS TO SE PRIMED WITH ZINC INHIBITOR (DEVCON -Z OR APPROVED EQUAL) ALL. STRUCTURAL COMPONENTS TO BE SIZED BY A LICENSED STRUCTURAL 8 GINEER TO MEET OR EXCEED ALL LOCAL, STATE. AND NATIONAL CODES. ALL ELECTRICAL WORK TO MEET OR EXCEED U.L. REQUIREMENTS. ALL EXPOSED FASTENERS TO BE PAINTED TO MATCH CABINET. - ELECTRICAL LEADS FROM THE BACK OF ILLUMINATED LETTERS TO BE A MINIMUM OF 6' -0' LONG AS MEASURED FROM THE BACK OF THE LETTER MATERIAL SPECIFICATIONS: PAINT. - CHASE METALLIC BLUE - MATTHEWS MP -49363 CHASE BLUE - MATTHEWS- MP- 00366 (P115 360) - ATM CHASE NICKEL - MATTHEWS MP -18101 - ATM CI-IASE DK. NICKEL - MATTHEWS MP -18145 - CHASE NICKEL - MATTHEWS MP -19891 - CHASE DK. NICKEL - MATTHEWS MP -18248 - CHASE UNITE - MATTFBWO MP -33800 SEMI-GLOSS - BLACK - MATTHEWS '41 -306 SIGNAL JET BLACK VINYLS. - CHASE BLUE - 3M 3632 -12T - CI-IASE ALTERNATE BLUE - 311 3632 -8592 - CHASE OCTAGON BLUE - 311 3630 -141 - CHASE NICKEL - VQ0128144-1G - WHITE OPAQUE - 3M 1125 -10 - WHITE TRANSLUCENT - 311 3632 -20 - WHITE REFLECTIVE - 311 680 -10 - WHITE DIFFUSER - 3M 3635 -10 ACRYLIC: - TRANSLUCENT WHITE - ARISTECH 1328 MATTE FINISH - TRANSLUCENT SLUE - �1- RECEIVED I� APR 2 9 2009 PERMIT GENTEI AO Philadelphia Sign C O M P A N Y 707 West Spring Garden Street Palmyra„ New Jersey 08065 P*owe 856.829 1460 &cc 856 829 8549 E ath areaephiladelphintacom CUSTOMER CHASE JOB NUMBER WA 2782 REVISIONS: By ulna, OK 14136 - DRAINING TYPE: CONSTRUCTION SKIM TYPE: UNIVERSAL DOGHOUSE LOCATION: WA2782 390 Strandar Blvd Tukwila. WA 98t88 DATE: 03 -27-09 DRAWN BY: JMG SHEET: 3of6 DWG NUMBER: B-33181C THIS IS AN ORIGDIAL UNPUBUSHED DRAWING CREATED BY PS.C.O. IT IS SUBMITTED FOR YOUR PERSONAL USE IN CONJUNCTION WITH A PROJECT BEING PLANNED FOR YOU BY P.S•C0. IT IS NOT TO BE SHOWN TO ANYONE OUTSIDE YOUR ORGANIZATION NOR IS IT TO BE USED, COPIED, REPRODUCE), OR E»RBITED IN ANY FASHION. 1 USE WITH SIGNATURE CANOPY ONLY • • __��_��� -�,J I�_� • REVIEWED FOR CODE COMMA \ICE nagtnvED FEB 0 2 2010 City of Tukw In BUILDING DIVIS ON r (1 11 n t1 (I (1 (1 (1 (1 n (1 11 1'l 11 11 11 n n (1 (1 n (1 (1 (1 (1 (1 11 11 11 11 11 it n (1 (1 (I n n (I (1 n 11 11 11 I) 1l 11 (1 (r Il 11 1 II / / NOTES: 1. 2'6'x .125' ALUM. CHANNEL FRAME. MITER CUT, WELD AND GRIND SMOOTH AT CORNERS. BOLT ATTACH THROUGH BOTTOM MEMBER OF FRAME INTO CONCRETE SLAB. 2. t I/2'x 11/2' x125' ALUM. ANGLE FRAME. FORM AS SHOWN. MITER CUT, WELD AND GRIND SMOOTH AT CORNERS. 3. .125' ALUM. CLADDING. PAINT FINISH CHASE NICKEL, GLOSS FINISH. 4. 1 1/2'x I I/2'x .125' ALUM. TUBE DOOR FRAME (TUBE USED ON TOP, BOTTOM AND HINGE SIDE. COMPLETE FRAME WITH.1 I/2'x I I/1' ALUM ANGLE AS SHOWN. MITER CUT, WELD AND GRIND SMOOTH AT CORNERS. PROVIDE WEATHER STRIPPING AT PERIMETER TO PREVENT HEAT /COOL AIR LOSS FROM INSIDE THE 'DOG HOUSE'. 5. I I/2' RIGID FOAM INSULATION IN WALLS, DOOR AND CEILING. 6. 125' ALUM. FLOOR. WELD TO 1 1/2'x 1 +/2' ALUM. TUBE FRAME BELOW. 1. STAINLESS STEEL. PIANO HINGE AS REQ'D. PAINT FINISH CHASE NICKEL. GLOSS FINISH. 8. 1/4 TURN KEYED LOCK AS REQUIRED. 9. I T/21( 11/2'x .125' ALUM. TUBE CLAD AS SHOWN. 10. .125' ALUM. INTERIOR CLADDING. PAINT FINISH EXPOSED SURFACES WHITE. SEMI -GLOSS FN18H. 11. l'XPX.125' ALUM ANGLE FRAME AS REQUIRED. MITER CUT, UE;LD, AND GRIND SMOOTH AT CORNERS. 12. PERMLIGHT PZ WHITES AS REQ'D. TO PROVIDE EVEN ILLUMINATION ACROSS SIGN FACE AND SIDE OCTAGONS WITHOUT HOT SPOTS OR SHADOWS. 13. 090' ALUM. LED BACKING PANEL. PAINT FINISH ALL. SURFACES WITH STAR WRITE WHITE _LIGHT ENHANCEMENT PAINT. 14. A/C UNIT SHOWN IN EXAMPLE IS FRGIDAIRE MODEL FAACSSN141. RECEIVED CM/ OF TUKWILA JAN 2 7 2010 PERMIT CENTER Artum4s 4' yea 15. .125' ALUM. PERFORATED 51-ELVES AS REQUIRED FOR EQUIPMENT. 16. PROVIDE TWO QUAD OUTLET POWER SUPPLIES IN EQUIPMENT AREA FOR COMMUNICATION/SECURIT'r EQUIPMENT. 11. .125' ALUM. HINGED ACrF88 DOOR HINGE AT TOP AS 5HOJK PAINT FINISH CHASE NICKEL. GLOSS FINISH. 18. J25' ROUTED ALUMINUM SIGN FACE. FORM AS 51. 101161. PAINT FINISH CHASE NICKEL. GLOSS FINISH. I3 OCTAGON TO BE 3/4' CLEAR ACRYLIC. ROUT BACK FROM FACE 5/8' TO LEAVE A 1/8' CONTINUOS SHOULDER FACE TO BE GLOSS. RETURNS TO BE MILL FINISH_ SECOND SURFACE DECORATE WITH 311 FILM 03632 -'2T BLUE. USE ARTWORK PROVIDED BY DESIGNER 20. LETTERS TO BE 3/4' CLEAR ACRYLIC PACKET ROUTED LETTERS. ROUT BACK .625' FROM FACE LEAvING A CONTINUOUS 118' PERIMETER FLANGE AT BACK FIRST SURFACE DECORATE WITH 3M FILM 3632 -20 WHITE. SECOND SURFACE DECORATE WITH EM '3635 -10 WHITE DIFFUSER FILM. 21. .125' BLUE TRANSLUCENT ACRYLIC ACCENT PANEL WITH 3/16' SLACK ACRYLIC RETURNS CONTINUOUS AT PERIMETER FORM AS SH0U61. GENERAL NOTES: CHASE ATM SIGNATURE SIGNS - ALL PAINTS TO BE TWO -PART POLY - URETHANE BY MATTHEWS. FINISHES AS FOLLOWS: METALLIC PAINTS - GLOSS (85 -90 UNITS OF GLOSS) NON - METALLIC PAINTS - SEM1 -GLOSS (60=10 UNITS OF GLOSS). - ALL FILM TO BE 311 UNLESS OTHERWISE STATED. - ALL STEEL COMPONE.ITB TO BE PRIMED WITH ZINC INHIBITOR (DEV.C.ON -Z OR APPROVED EQUAL). - ALL STRUCTURAL COMPONENTS TO BE SIZED BY A LICENSED STRUCTURAL ENGINEER TO MEET OR EXCEED ALL LOCAL, STATE. AND NATIONAL CODES. - ALL ELECTRICAL li.ORK TO MEET OR EXCEED UL. REQUIREMENTS. - ALL EXPOSED FASTENERS TO BE PAINED TO MATCH CABINET. - ELECTRICAL LEADS FROM THE BACK OF ILLUMINATED LETTERS TO BE A MINIMUM OF 6' -0' LONG AS MEASURED FROM THE BACK OF THE LETTER. A • 4 ®VERITICAL SECTION SCALE:1 I/2'.I' -0' Philadelphia Sign C O N I P A N 707 West Spring Garden Street Palmyra, New Jersey 08065 Pbbloa 856 829 1460 For 856 829 8549 CUSTOMER: CHASE JOB NUMBER: WA 2782 REVISIONS: Date: Desarlplbn: ff 1 Prifnn-ems 30VEbtill TIsa, OK 14136 By DRAWING TYPE: CONSTRUCTION MATERIAL SPECIFICATIONS: PANT: - CHASE METALLIC BLUE - MATT1 -IEWS 1-1P -45353 - CHASE SLUE - MATTHEWS MP- 00366- MI5 300) ATM CHASE NICKEL - MATfNEWB MP -18101 ATM CHASE DK. NICKEL - MATTHEWS MP -18149 - CHASE NICKEL- MATTHEWS MP -19891 - CHASE DK NICKEL - MATTHEWS MP -18248 - CHASE WHITE - MATTHEWS MP -33800 SEMI -GLOSS SLACK - MATTHEWS x41 -306 SIGNAL JET BLACK VINYLS: - CHASE BLUE - 311 3632-121 - CHASE ALTERNATE BLUE - 3M 3632 -8592 - CHASE OCTAGON BLUE - 3M 3630 -141 - CHASE NICKEL - VQ012814HG - WHITE OPAQUE - 3M 1125 -10 - WHITE TRANSLUCENT - 3M 3632 -20 - WHITE REFLECTIVE - 311 6130 -10 - WHITE DIFFUSER - 3M 3635 -10 SIGN TYPE: UNIVERSAL DOGHOUSE LOCATION: WA 2782 390 Sbander Blvd Tukwila, WA98188 DATE: 03 -27-09 DRAWN BY JAG SHEET: 4 of 6 ACRYLIC: - TRANSLUCENT WHITE - ARISTECH 1328 MATTE FINISH Note: This sign is intended to be installed in accordance with the requirements of Article 600 of the National Electrical Code and/or other applicable local codes. This includes proper grounding and bonding of the sign. 2009 PER T C.. ' EF DWG NUMBER: B-33181C THIS IS AN ORIGINAL UNPUBUSHED DRAWING CREATED BY PSC.O. R IS SUBMITTED FOR YOUR PERSONAL USE IN CONJUNCTION WITH A PROJECT BEING PLANNED FOR YOU BY P.S.CO- IT 6 Nor TO BE MOWN TO ANYONE OUTSIDE YOUR ORGANIZATION NOR IS R TO BE USED, COPED, REPRODUCE), OR WETTED IN ANY FASHION. USE WITH SIGNATURE CANOPY ONLY REVIEWED FOR CODE_CO_MpPgLIANCE FEB 0 2 2010 ® City ofTukwila BUILDING DIVICIMI 9 © VERTICAL SECTION SCALE:1 I/1'•I' -0' NOTES: 1. 2'xl'x .125' ALUM. CHANNEL FRAME. MITER CUT, WELD AND GRIND SMOOTH AT CORNERS. BOLT ATTACH THROUGH BOTTOM MEMBER OF FRAME INTO CONCRETE SLAB. 2. 1 I/2'x 11/1' x.125' ALUM. ANGLE FRAME. FORM AS S1-100L MITER CUT, WELD AND GRIND SMOOTH AT CORNERS. 3. 125' ALUM. CLADDING. PAINT FINISH CHASE NICKEL. GLOSS FINISH. 4. I'x I'x .125' ALUM. TUBE DOOR FRAME. (TUBE USED ON TOP, BOTTOM AND HINGE SIDE. COMPLETE FRAME WITH 1 I/2'x 1 1/2' ALUt'1. ANGLE AS 514OUN. MITER CUT, WELD AND GRIND SI'1OOT14 AT CORNERS. PROVIDE WEATHER STRIPPING AT PERIMETER TO PREVENT HEAT /COOL AIR LOSS FROM INSIDE THE 'DOG HOUSE'. 5. I 1/2' RIGID FOAM INSULATION IN WALLS, DOOR AND CEILING. 6. .125' ALUM. FLOOR WELD TO 11/2'x I l/l' ALUM TUBE FRAME BELOW. 1. STAINLESS STEEL PIANO HINGE AS REQ'D. PAINT FINISH CHASE NICKEL. GLOSS FINISH. 8. 1/4 TURN KEYED LOCK AS REQUIRED. 9. NOT USED. 10..25' ALUM. INTERIOR CLADDING. PANT FINISH EXPOSED SURFACES WHITE. SEMI - GLOSS FINISH. 11. I'XI`X.125' ALUM. ANGLE FRAME AS REQUIRED, MITER CUT, WELD, AND GRIND SMOOTH AT CORNERS. 12. PERMLIGHT PZ UNITES AS REQ'D. TO PROVIDE EVEN ILLUMINATION ACROSS SIGN FACE AND SIDE OCTAGONS WITHOUT HOT SPOTS OR SHADOWS. 13. 1590' ALUM. LED BACKING PANEL. PAINT FINISH ALL SURFACES 11.11714 STAR BRITE WHITE LIGHT ENI4ANCEIIENT PANT. 14. A/C UNIT 51-40104 N EXAMPLE 19 FRG1PAIRE MODEL FAA0S5N1AI. 15..125' ALUM. PERFORATED SHELVES AS REQUIRED FOR EQUIPMENT. 16. PROVIDE TWO QUAD OUTLET POWER SUPPLIES IN EQUIPMENT AREA FOR COMMUNICATION/SECURJTY EQUIPMENT. TT. NOT USED. 15. .125' ROUTED ALUMINUM SIGN FACE. FORM AS 5140UN. PAINT FINISH CHASE NICKEL. GLOSS F1141514. 19. OCTAGON TO BE 3/4' CLEAR ACRYLIC. ROUT BACK FROM FACE 5/8' TO LEAVE A 1/9' CONTINUOS SHOULDER FACE TO SE GLOSS. RETURNS TO BE MILL FINISH. SECOND SURFACE DECORATE WITH 3M FILM 03632 -21 BLUE. USE ARTWORK PROVIDED BY DESIGNER 20. LETTERS TO BE 3/4' CLEAR ACRYLIC PACKET ROUTED LETTERS. ROUT BACK 625' FROM FACE LEAVING A CONTINUOUS 1/8' PERIMETER FLANGE AT BACK. FIRST SURFACE DECORATE WITT -1 3M FILM '9632-20 WHITE. SECOND SURFACE DECORATE WITH EM 03635 -10 WHIITE DIFFUSER FILM 21..125' BLUE TRANSLUCENT ACRYLIC ACCENT PANEL 1111714 3/16' BLACK ACRYLIC RETURNS CONTINUOUS AT PERIMETER FORM AS SHOUN. 22..125' FLUSHED IN ACCESS PANEL PAINT FINISH NICKEL, GLOSS FINISH. ATTACH WITH COUNTERSUNK FLATHEAD STAINLESS STEEL SCREWS. PAINT HEADS TO MATCH. PROVIDE NEOPRENE STRIP CONTINUOUS AT PERIMETER TO RESIST WATER PENETRATION. REVIEWED FOR CODE COMPLIANCE APPROVED APR 3 0 2009 City of Tukwila BUILDING DIVISfO% GENERAL NOTES, CHASE ATM SIGNATURE SIGNS - ALL PAINTS TO BE TWO -PART POLY - URETHANE BY MATTHEWS. FINIS4-E5 AS FOLLOWS. METALLIC PAINTS - GLOSS (85 -90 UNITS OF GLOSS) NON- METALLIC PAINTS SEMI-GLOSS (60 -10 UNITS OF GLOSS). - ALL FILM TO BE 3T' UNLESS OTHERWISE STATED. - ALL STEEL COMPONENTS TO BE PRIMED W1T14 ZINC INHIBITOR (DEVCON -Z OR APPROVED EQUAL). - ALL STRUCTURAL COMPONENTS TO BE SIZED BY A LICENSED STRUCTURAL ENGINEER TO MEET OR EXCEED ALL LOCAL, STATE. AND NATIONAL CODES. - ALL ELECTRICAL WORK TO MEET OR EXCEED U.L. REQUIREMENTS. - ALL EXPOSED FASTENERS TO BE PAINTED TO MATCH CABINET. - ELECTRICAL LEADS FROM THE BACK OF ILLUMINATED LETTERS TO SE A MINIMUM OF 6' -0' LONG AS MEASURED FROM THE SACK OF THE LETTER MATERIAL SPECIFICATIONS: PAINT. - CHASE METALLIC BLUE - MATTI-El/6 MP -45353 - CHASE= BLUE - MATTHEUS MP -00366 (PIN5 300) - ATM C1-LASE NICKEL - MATTHEWS MP -18101 - ATM CHASE DK- NICKEL - MATTHEWS MP -18145 - CHASE NICKEL - MATTHEWS MP -19851 - CHASE DK. NICKEL - MATTHEWS MP -18248 - CHASE WHITE - MATTHEWS MP- 33800 SEMI -GLOSS - BLACK - MATTHEWS •4I -306 SIGNAL JET BLACK VINYLS, - CHASE_BLUE - 3P1 3632 -121 - CHASE ALTERNATE BLUE - 311 '3632 -8852 - CHASE OCTAGON BLUE - 311 3630 -141 - CHASE NICKEL - V2D128144.G - UNITE OPAQUE - 3M 1129 -10 - WHITE TRANSLUCENT - 3I1 3632 -20 - WHITE REFLECTIVE - 3M 680 -10. - WHITE DIFFUSER - 311 3635 -10 ACRYLIC. - TRANSLUCENT WHITE FINISH ARISTECH 1328 MATTE RECEIVED CITY OF TUKWIIA JAN 2 7 2010 PERMIT CENTER ©HORIZONTAL SECTION Note: This -sign is intended to be installed in accordance with the requirements of Article 600 of the National Electrical Code and/or other applicable locaLc odes. This includes proper grounding and bonding of the sign. RECEIVE IffEr.�;�i: 2 9 2009 SCALE:I .r RMIT CENTE Philadelphia Sign C O M P A N Y 707 West Spring Garden Street Palmyra, New Jersey 08065 Mee 856 8291460 Far 856 829 8549 F.rxo/k aet70ph8mddpldas(gn.aem CUSTOMER CHASE JOB NUMBER: WA 2782 REVISIONS: Data Desorlpdon: er T lic l!II f Tv'f'li ;. Asa, OK 74136 etise DRAWING TYPE: CONSTRUCTION SION TYPE: UNIVERSAL DOGHOUSE LOCATION: WA 27132 390 wander BWd- TukwUa, WA 98188 DATE: 03 -27-09 DRAWN BY JMG BHEE1 5of6 DWG NUMBER: S- 33'181 C THIS IS AN ORIGINAL UNPUNISHED DRAWING CREATED BY PS.C.O. IT IS SUBMITTED FOR YOUR PERSONAL USE IN CONJUNCTION M TH A- PROJECT BEING PLANNED FOR YOU BY P.S.C.O. IT IS NOT TO BE SHOWN TO ANYONE OUTSIDE YOUR ORGA: AATION NOR IS IT TO BE USED, COPIED, REPRODUCED, OR EXHIBITED IN ANY FASHION. • NOTE& 1. 2'xl'x .125' ALUM CHANNEL FRAME MITER CUT, WELD AND GRIND SMOOTH AT CORNERS. BOLT ATTACH THROUGH BOTTOM MEMBER OF FRAME INTO CONCRETE SLAB. 2. 1 AN 1 I/2' x..25' ALUM. ANGLE FRAME. FORM AS 514OI1N. MITER CUT, WELD AND GRIND SMOOTH AT CORNERS. 3. .125' ALUM. CLADDING. PAINT FINISH CHASE NICKEL. GLOSS FINISH. 4, IN IN .125' ALUM. TUBE DOOR FRAME. (TUBE USED ON TOP, BOTTOM AND HINGE SIDE. COMPLETE FRAME WITH 1 1/2'x I I/2' ALUM ANGLE AS SHOWN. MITER CUT, WELD AND GRIND SMOOTH AT CORNERS. PROVIDE WEATHER STRIPPING AT'F'ERIMETER TO PREVENT HEAT /COOL AIR LOSS FROM INSIDE THE 'DCG HOUSE'. 5. 1 I/2' RIGID FOAM INSULATION IN WALLS, DOOR AND CEILING. 6. .125' ALUM. FLOOR WELD TO 1 I/2'x 1 V2' ALUM. TUBE FRAME BELOW. 1. STAINLESS STEEL PIANO HINGE AS REQ'D. PAINT FINISH CHASE NICKEL.. GLOSS FINISH. 8. V4 TURN KEYED LOCK AS REQUIRED. 9. '25' ALUM. FILLER PANEL. VARIES PER ATM MACHINE. PAINT FINISH CHASE NICKEL. GLOSS FINISH. TOP FILLERS TO BE REAWORMED. TOP TO SLIDE INTO 'Z' CLIP ATTACHED TO BOTTOM OF OPENING. MECHANICALLY ATTACH 5141M PANEL FROM INSIDE OF HEADER (SEE DETAIL). SIDE FILLER WHERE REQ'D TO BE MECHANICALLY ATTACHED WITH COUNTERSUNK FLATHEAD STAINLESS STEEL SCREWS. NOTE USE AS FEW SCREWS AS POSSIBLE TO ENSURE A SECURE AND FLUSH FIT. PAINT HEADS TO MATCH. 10..125' ALUM. INTERIOR CLADDING. PAINT FINISH EXPOSED SURFACES W1417E. SEMI -GLOSS FINISH. 11. I'X1'XJ25' ALUM ANGLE FRAME AS REQUIRED. MITER CUT, WELD, AND GRIND 5MOO11-1 AT CORNERS. 12. PERMLIGHT PZ WHITES AS REQ'D. TO PROVIDE EVEN ILLUMINATION ACROSS SIGN FACE AND SIDE OCTAGONS WITHOUT HOT SPOTS OR SHADOWS. 13. .090' ALUM. LED BACKING PANEL. PAINT FINISH ALL SURFACES WITH STAR BRITE WHITE LIGHT ENHANCEMENT PANT. 14. A/C UNIT SHOUN IN EXAMPLE IS FRGIDAIRE MODEL FA4055N1A1. 15..125' ALJ LM. PERFORATED SHELvES AS REQUIRED FOR EQUIPMENT. 5 lfr HORIZONTAL SECTION • FILLER (NCR 6638 ONLY) SCALE.3'•1. -0' Note: This sign is intended to be- installed in accordance with the requirements of Article 600 of the National Electrical Code and/or other applicable local codes. This includes proper grounding and bonding of the sign. GENERAL NOTES: CHASE ATM SIGNATURE SIGNS 16. PROVIDE TWO QUAD OUTLET POWER SUPPLIES IN EQUIPMENT AREA FOR COMMUNICATION/SECURITY EQUIPMENT. 11. 1401 USED. 18..125' ROUTED ALUMINUM SIGN FACE FORM AS SHOWN. PAINT FINISH CHASE NICKEL. GLOSS FINISH. 19. OCTAGON TO BE 3/4' CLEAR AC.RrLIC. ROUT BACK FROM FACE 5/8' TO LEAVE A 1/8• CONTINUOS SHOULDER FACE TO BE GLOSS RETURNS TO BE MILL FINISH. SECOND SURFACE DECORATE WITH 3M FILM 9632 -121 BLUE. USE ARTWORK PROVIDED Br DESIGNER 20. LETTERS TO BE 3/4' CLEAR ACRYLIC PACKET ROUTED Lt 1 1 OM. ROUT BACK .925' FROM FACE LEAVING A CONTINUOUS V8' PERIMETER FLANGE AT BACK FIRST SURFACE DECORATE WITH 3M FILM '3632 -20 WHITE. SECOND SURFACE DECORATE WITH EM 03635 -10 WHITE DIFFUSER FILM. 21..125' BLUE TRANSLUCENT ACRYLIC ACCENT PANEL WITH 3/19' BLACK ACRYLIC RETURNS CONTINUOUS AT PERIMETER. FORM AS SHOWN. 22..125' FLUSHED IN ACCESS PANEL. PAINT FINISH NICKEL. GLOSS FINISH. ATTACH WITH COUNTERSUNK. FLATHEAD STAINLESS STEEL SCREWS. PAINT HEADS TO MATCH. PROVIDE NEOPRENE STRIP CONTINUOUS AT PERIMETER TO RESIST WATER PENETRATION. - ALL PAINTS TO BE TWO -PART POLY - URETHANE BY MATTHEWS. FINISHES AS FOLLOWS: METALLIC PAINTS - GLOSS (85 -90 UNITS OF GLOSS) NON - METALLIC PAINTS - 91011-GLOSS (60 -10 UNITS OF GLOSS). - ALL FILM TO BE 3M UNLESS OTHERWISE STATED. - ALL STEEL. COMPONENTS TO BE PRIMED WITH ZINC INHIBITOR (DEVCON -Z OR APPROVED EQUAL). - ALL STRUCTURAL COMPONENTS TO BE SIZED BY A LICENSED STRUCTURAL ENGINEER TO MEET OR EXCEED ALL LOCAL. STATE. AND NATIONAL CODES. - ALL ELECTRICAL. WORK TO MEET OR EXCEED U.L. REQUIREMENTS. - ALL EXPOSED FASTENERS TO BE POINTED TO MATCH CABINET. - ELECTRICAL LEADS FROM THE BACK OF ILLUMINATED LETTERS TO BE A MINIMUM OF 6' -0' LONG AS MEASURED FROM THE BACK OF THE Lt 1 MATERIAL SPECIFICATIONS: PAINT. - CHASE METALLIC BLUE - MATTHEWS MP -49353 - CHASE BLUE - MATTHEWS MP -00366 (PINS 300) - ATM CHASE NICKEL - MATTHEWS MP -18101 - ATM 64405E OK. NICKEL. - MATTHEWS MP -18149 - CHASE NICKEL - MATTHEW$ MP -19891 - CHASE DK. NICKEL - M 4TT1-1E163 MP -18248 - CHASE WHITE - MATTHEWS MP -33800 SEMI -GLOSS - BLACK - MATTHEWS '41 -306 SIGNAL JET BLACK VINYLS: - CHASE BLUE - 3M 3832 -121 - CHASE ALTERNATE BLUE - 311 9632 -8592 - CHASE OCTAGON BLUE - 3M 3630 -141 - CHASE NICKEL - v001261444G - WH176 OPAQUE - 3M 1125 -10 - WHITE TRANSLUCENT - 3M 3632 -20 - WHITE REFLECTIVE - 3M 680 -10 - 11)1-4176 DIFFUSER - 3M 3635 -10 ACRYLIC, - TRANSLUCENT WHITE - FINISH - TRANSLUCENT BLUE - U -DGHS USE MTH SIGNATURE CANOPY ONLY ARISTECH 1328 MATTE ARISTECH 6046 -C - Sections RECEIVED CITY OF TUKW ILA JAN 2 7 2010 IT CENTER gres VERTICAL SECTION A FILLER - TYPICAL SCALE:3'•I' -0' 33.667 cress ZONAL 4si`t1D� E111 ;: • lltoJlft Philadelphia Sign C O M PAL NI Y 707 West Spring Garden Street Palmyra, New Jersey 08065 nose 856 8291460 Far 856 829 8549 E-math astilegitthzdelphieigmants CUSTOMER CHASE JOB NUMBER: WA 2782 REVISIONS: :liff ey 1. Griffin, PE r UV. II 4111/t erase 33���. DRAINING TYPE: CONSTRUCTION SIGNTYPE: UNIVERSAL DOGHOUSE LOCATION: wA2792 .390 Strander Blvd Tukwila, WA 98188 DATE: 03 -27-09 DRAWN BY JMG SHEET: 6of6 DWG NUMBER: B -33181 C THUS 6 AN ORIGINAL UNPUBUSHED DRAWThIG CREATED BY PS.C.O. if IS SUBMITTED FOR YOUR PERSONAL USE IN CONJUNCTION WITH A PROJECT BEING PLANNED FOR YOU BY P.S.CO. R IS NOT TO BE SHOWN TO ANYONE OUTSIDE YOUR ORGANIZATION NOR IS IT TO BE USED, COPRB}, REPRODUCED, OR EXHIBITED N ANY FASHION. CO1\tti"% "1 tCto N DIMING 12" x 12" x t/2" Steel Base Plate. Paint Chase Blue Satin Finish 4" x 6" x 3/16" Steel Support Tube & Header Tube. Miter Cut Weld 7 Grind Smooth At Corners. Paint Chase Blue Satin Finish. 9' -2" 12' -10 " 5" x' /2" Black Rubber -� Bumper. Bolt Attach To Header. 1/8" Thk Steel End Cap Drive Up Canopy TOP VIEW SCALE: 3/8" = 1' -0" (4 7 EQ 12" EQ HEIGHT DIMENSIONS ASSUMED WITH 6" CURB HEIGHT. 5' -0 " CLEARANCE -3 n/7 7/7 /7 i7rri7nnnn0 N rn N CrO rn Copy & Safety Pattern To Be 3M Scotchlite White 580-10 4W 4" x 6" x 3/16" Steel Support Tube & Header Tube. Miter Cut Weld & Grind Smooth At Comers. Paint Chase Blue Satin Finish. 12" x 12" x W Steel Base Plate. Paint Chase Blue Satin Finish SIDE VIEW SCALE: 3/8" = 1' -0" N r' 5" x %2" Black Rubber Bumper. Bolt Attach To Header. 4" x 6" x 3/16" Steel Support Tube & Header Tube. Miter Cut Weld & Grind Smooth At Corners. Paint Chase Blue Satin Finish. 12" x 12" x %" Steel Base Plate. Paint Chase Blue Satin Finish FRONT VIEW SCALE: 3/8" = 1' -0" BASE PLATE DETAIL, SCALE: 1 -1/2" = 1' -0" REVIEWED FOR CODE APP VE COMPLIANCE FE3 0 2 2010 City of Tukwila BUILDING DIViRinm Jeff L. Griffin, PE 4301 East 80th Tulsa, OK 74136 License #3;V7 (6) 3/4" Dia. Holes For 5/8" Hilti Anchors Or Anchor Bolts 12" x 12" x 1/2" Steel Base Plate. Size Shown Is An Example. Final Sizing To Be By A Licensed Structural Engineer, To Meet Or Exceed All Applicable Local, State And National Codes. Paint Finish Chase Metallic Blue, Gloss Finish. Paint Bolt Heads To Match. For Existing Curbs, Surface Mount With (6) 5/8" Dia Hilti. Bolts As Required. For New Construction, Secure With (4) 5/8" Dia Steel Anchor Bolts Set A Minimum Of 24" Into Concrete Foundation. Final Size And Depth To Be Sized By Licensed Structural Engineer. RECEIV LA JA 72010 ITC'- APR -, ' 2009 PERM Note: This sign is intended to be installed in accordance with the requirements of Article 600 of the National Electrical Code and /or other applicable local codes. This includes proper grounding and bonding of the sign. Philadelphia Sign C O M P A N Y 707 West Spring Garden Street Palmyra, New Jersey 08065 Phone 856 829 1460 Far 956 829 8549 E- �eaiF. nrailZphiladelphiasign.arom CUSTOMER: CHASE al JOB NUMBER: WA 2782 REVISIONS: Date: Description: 05-08-08 05-1648 Added Base Plate Note 1Ao..d Base Peas Baas M hwuana By JMG JMG 95 -19-08 Added Footings Detais JMG DRAWING TYPE: Construction SIGN TYPE: Headache Bar LOCATION: WA 2782 390 Strander Blvd Tukwila, WA 98188 DATE: 03 -27 -09 DRAWN BY: JMG SHEET: 1 of 4 DWG NUMBER: 8 -33181 B THIS IS AN ORIGINAL UNPUBUSHED DRAWING CREATED BY P.S.C.O. IT IS SUBMITTED FOR YOUR PERSONAL USE IN CONJUNCTION WITH A PROJECT BEING PLANNED FOR YOU BY P.S.C.O. IT IS NOT TO BE SHOWN TO ANYONE OUTSIDE YOUR ORGANIZATION NOR IS IT TO BE USED, COPIED, REPRODUCED. OR EXHIBITED IN ANY FASHION. t 1' 11-5/8"- o. 4• v4• 1 9' 2" 0 26' 6" 12' 10" 0 HEADACHE BAR TO BE POSITIONED FORWARD OF CANOPY Plan View SCALE: 3/8" = 1' OPTION 1 TOPPER VERSION LEAVE A AcREVIEWED COMPLIANCE A,; FIVE FEB 0 2 ?P10 3'14° 36- 11/16" 6-7/8"—I Topper Rear Elevation (Logo =1.75 s.f.) SCALE: 1/2" = 1' 5- 11 -3/4" 5 -5/8" 1 City of Tukwila BUILDING DIVgggrA, NOTE: HEIGHT DIMENSION IS ASSUMED WITH A 6° CURB HEIGHT 7 -1/4" 1' 7 -3/8" RECEIVED CITY OF TUKWILA JAN 271010 ERMIT CENTER 3" Dia. EQ. (I Ea. Approach Side Front View 9 -5/8' FS_Canopy_b_s SCALE: 3/8" = 1' 8" 9' 0-1/2" 8" Exit Side EQ. 1' 7 -3/8" Q. ION R CEI `- APR 2009 PE' IT NTEI 12" / -2 "-/ (6) 3/4" Dia Holes; Use (4) Comer Holes For Attachment To 5/8" x 30" Anchor Bolts In Footing Use Center Holes On Sides For Surface Mt. Application (Total Of (6) Anchors) 12" x 12" x 1/2" Steel Universal Base Plate Welded To Steel Upright; Paint Finish Metallic Blue, Gloss Finish. (Base Plate Can Be Used For Either Surface Mount or Footing Application) Hold Edge Of Footing 2" From Front Edge Of Curb Line 4" x 6" Steel Arm Above Curb Line 12" X 12" X 1/2" Universal Base Plate Welded To Steel Upright Surface Mount To Use AN (6) Holes In Universal Base Plate Headache Bar :REVIEWED F CQDE COMPLIANCE PiwilVED 'FEB G. '2. 74111) (6) Hilti Kwik Bolt 3 KB3 5/8" x 6" Carbon Steel Long Thread Expansion Anchors; Anchor Length 6" With An Embedment Depth Of 4" Curb Line 4000psi Footing Below Pad RECEIVED CITY OF TUKWILA JAN 272010 PER ,,: ►� R C IP Philadelphia Sign C O M P A N Y 707 West Spring Garden Street Palmyra, New Jersey 08065 Pkoac. 856 829 1460 Fa= 856 829 8549 E -nuik maiWphifr4dlplaaugn.imn CUSTOMER: CHAS E JOB NUMBER: WA 2782 SURFACE MOUNT DETAIL, SIDE VIEW Scale: 1 -1/2" = 1' 0" ! e: A 33457 6 r��A ' — M(3101 7 /Zo41 IVEr APR 2009 PER TC E REVISIONS: Date: Description: 1I117.L, Br Tilsa, 14136 License# 3 ule� DRAWING TYPE: Construction SIGN TYPE: Headache Bar LOCATION: WA 2782 390 Strander Blvd Tukwila, WA 98188 DATE: 03 -27 -09 DRAWN BY: JMG SHEET: 4 of 4 DWG NUMBER: B -33181 B THIS IS AN ORIGINAL UNPUBUSHED DRAWING CREATED BY PSC.O. IT IS SUBMITTED FOR YOUR PERSONAL USE IN CONJUNCTION WITH A PROJECT BEING PLANNED FOR YOU BY P.S.C.O. IT IS NOT TO BE SHOWN TO ANYONE OUTSIDE YOUR ORGANIZATION NOR IS IT TO BE USED, COPIED, REPRODUCED, OR EXHIBITED IN ANY FASHION. CONSTRUCVION Bevel & Weld Seam Continuous All Around. Follow With 1/4" Steel Plates Welded On Both Sides As Shown 5' 1/4" Thk Steel Plates Welded Over 45° Seam In Tubes On Both Sides 16 -5/8" —1 DETAIL OF COPY SCALE: 3/4" =1-0" 4" x 6" x 3/16" Steel Support Tube & Header Tube. Miter Cut Weld & Grind Smooth At Corners. Paint Chase Blue Satin Finish. (2) 1/4" Drain Holes On Underside Of 4." x 6" Tube. .9 1/8" Thk Steel End Cap. Grind End Cap Welds Smooth Copy & Safety Pattern To Be 3M Scotchlite White 580-10 REVIEWED FOP CODE COMPLIANCE Fa3 O w ?t!?fl City of Tukwila BUILDING DivISI( 3/8" x 8" Stainless St'I Carriage Bolts 4" x 6" x 3/16" Steel Header Tube. Paint Chase Blue Satin Finish. 5" x '/2" Black Rubber Bumper. Bolt Attach To Bottom Of Header. 4" x 6" x 3/16" Steel Support Tube. Paint Chase Blue Satin Finish. .ieff L. Griffin, PE 4301 East 80th Tulsa, OK 74136 License # 3347 SECTION THROUGH HEADER SCALE: 3" = 1' -0" 41 4.0T ivAS • /" • �? sy 'o I-z a `. %• . try_ 334!7 Ovpvt RECEIVED L-='F CITY OF TUKWIL A JAN 2 7 2010 PERMIT CENTER —RE WC-r a P Philadelphia Sign CO M PA NV 707 West Spring Garden Street Palmyra, New Jersey 08065 Pkw,e 836 829 I460 For 856 829 8349 &,w* mail8tphiladelphias.An.com CUSTOMER: CHASE JOB NUMBER: WA 2782 REVISIONS: Date: Description: By 05-08-08 Added Base Plate Note JMG Me.ed ease Pint. Bap As 05-16 -08 hatmose JMG 05-19-08 Added Footing Detais JMG DRAWING TYPE: Construction SIGN TYPE: Headache Bar LOCATION: WA 2182 390 Strander Blvd Tukwila, WA 98188 DATE: 03 -27 -09 DRAWN BY JMG SHEET: 2 of 4 DWG NUMBER: B -33181 B THIS IS AN ORIGINAL UNPUBLISHED DRAWING CREATED BY PSC.O. IT IS SUB4TTED FOR YOUR PERSONAL USE IN CONJUNCTION WITH A PROJECT BEING PLANNED FOR YOU BY P.S.C.O. IT IS NOT TO BE SHOWN TO ANYONE OUTSIDE YOUR ORGANIZATION NOR IS IT TO BE USED, COPIED, REPRODUCED, OR EXHIBITED IN ANY FASHION. City of f 7°ula Jim Haggerton, Mayor epartment of Community Development Jack Pace, Director PAVEL MINCHUK 14632 MERIDIAN DR LYNNWOOD WA 98087 RE: Permit No. D10 -025 359 STRANDER BL TUKW Dear Permit Holder: In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and /or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 09/07/2010. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. Each inspection creates a new 180 day period. -or- 2) Submit a written request for permit extension to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and /or receive an extension prior to 09/07/2010, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File: Permit File No. D10 -025 6300 Southcenter Boulevard, Suite #100 o Tukwila, Washington 98188 0 Phone: 206 - 431 -3670 0 Fax: 206 - 431 -3665 PER ITC IFIDCOPY■10 PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -025 DATE: 01 -27 -10 PROJECT NAME: CHASE BANK ATM SITE ADDRESS: 359 STRANDER BL X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # after Permit Issued DEPARTMENT : (Ni P Dfding Dvison Public Works Fire Prevention Structural u Planning Division Permit Coordinator n DETERMINATIO OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete DUE DATE: 01-28-10 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Building Please Route t41, Structural Review Required REVIEWER'S INITIALS: u No further Review Required n DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 02-25-10 Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 Untitled Page • 0 Page 1 of 1 General /Specialty Contractor A business registered as a construction contractor with L£tI 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. Business and Licensing Information Name Phone Address Suite /Apt. City State Zip County Business Type Parent Company MPM CONSTRUCTION 4258762661 14632 MERIDIAN DR SE LYNNWOOD WA 98087 SNOHOMISH Individual UBI No. Status License No. 602632968 ACTIVE MPMCOC*944M4 License Type CONSTRUCTION CONTRACTOR Effective Date 7/24/2006 Expiration Date 7/24/2010 Suspend Date Specialty 1 GENERAL Specialty 2 UNUSED Business Owner Information Name Role Effective Date Expiration Date MINCHUK, PAVEL OWNER 07/24/2006 Bond Amount Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 2 CBIC SG8004 07/12/2007 Until Cancelled $12,000.00 07/13/2007 1 CBIC SG8004 07/12/2006 07/12/2007 1 CBIC $6,000.00 07/24/2006 Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 3 CBIC C11 SG8004 07/12/2008 07/12/2010 $300,000.0007/0l/2009 2 CBIC C11SG800407/12/200707/12/2008 $300,000.0006/18 /2007 1 CBIC C11SG800407/12/200607/12/2007 $300,000.0007/24 /2006 https://fortress.wa.gov/lni/bbip/Detail.aspx 02/02/2010